Groundwater Flow Model Progress Report 02, Red … Flow Model Progress Report 02, Red Hill Bulk Fuel...

Groundwater Flow Model Progress Report 02, Red Hill Bulk Fuel Storage Facility JOINT BASE PEARL HARBOR-HICKAM, O‘AHU, HAWAI‘I Administrative Order on Consent in the Matter of Red Hill Bulk Fuel Storage Facility, EPA Docket Number RCRA 7003-R9-2015-01 and DOH Docket Number 15-UST-EA-01, Attachment A, Statement of Work Section 6.2, Section 7.1.2, Section 7.2.2, and Section 7.3.2

August 4, 2017 Revision 00

Comprehensive Long-Term Environmental Action Navy Contract Number N62742-12-D-1829, CTO 0053

This page intentionally left blank

Groundwater Flow Model Progress 1

Report 02, Red Hill Bulk Fuel 2

Storage Facility 3

JOINT BASE PEARL HARBOR-HICKAM, O‘AHU, HAWAI‘I 4

Administrative Order on Consent in the Matter of Red Hill Bulk Fuel Storage 5 Facility, EPA Docket Number RCRA 7003-R9-2015-01 and 6 DOH Docket Number 15-UST-EA-01, Attachment A, Statement of Work 7 Section 6.2, Section 7.1.2, Section 7.2.2, and Section 7.3.2 8

August 4, 2017 9 Revision 00 10

Prepared for: 11

Defense Logistics Agency Energy 12 8725 John J Kingman Rd Suite 4950 13 Fort Belvoir, VA 22060-6222 14

Prepared by: 15

AECOM Technical Services, Inc. 16 1001 Bishop Street, Suite 1600 17 Honolulu, HI 96813-3698 18

Prepared under: 19

20 Comprehensive Long-Term Environmental Action Navy 21 Contract Number N62742-12-D-1829, CTO 0053 22

1 CONTENTS 2 Acronyms and Abbreviations v

3 1. Introduction 1

4 2. Work Completed This Period 1

5 2.1 Current Status 1 6 2.1.1 Technical Progress 1 7 2.1.2 Technical Issues 3 8 2.1.3 RHMW10 Boring Log and Well Construction 9 Diagram 4

10 2.2 Submittal of Modeling Deliverables 5 11 2.2.1 Current Period 5 12 2.2.2 Next Period 5

13 3. Schedule Status 5

14 4. Anticipated Work Next Reporting Period 5

15 5. References 6

16 APPENDIX

17 A Boring Log and Well Construction Diagram, RHMW10 (on CD-ROM)

18 FIGURES

19 1 Planned Model Area and Boundary Conditions 9

20 2 Planned Model Layers Compared to 2007 Model Layers, Southeast to 21 Northwest Profile 11

22 3 Planned Model Layers Compared to 2007 Model Layers, Southwest to 23 Northeast Profile 13

24 4 Pumping Wells Within the Model Area 15

25 5 Planned, Potential, and Other Wells Involved in the 2015 USGS Aquifer Test 17

26 6 Proposed Deep Monitor Wells Near Red Hill Bulk Fuel Storage Facility 19

27 7 Freshwater–Saltwater Interface at Hālawa Deep Monitor Well, O‘ahu 21

28 8 Freshwater–Saltwater Interface at Waimalu Deep Monitor Well, O‘ahu 23

i i i

v

ACRONYMS AND ABBREVIATIONS 1

µS/cm microsiemen per centimeter 2 AOC Administrative Order on Consent 3 BWS Board of Water Supply, City and County of Honolulu 4 CF&T contaminant fate and transport 5 Cl¯ chloride ion 6 CSM conceptual site model 7 CTD conductivity, temperature, and depth 8 CWRM Commission on Water Resource Management, State of Hawai‘i 9

Department of Land and Natural Resources 10 DLA Defense Logistics Agency 11 DLNR Department of Land and Natural Resources, State of Hawai‘i 12 DOH Department of Health, State of Hawai‘i 13 EPA Environmental Protection Agency, United States 14 ft foot/feet 15 GHB general-head boundary 16 GIS geographic information system 17 GWMWG Groundwater Modeling Working Group 18 HGU hydrogeologic unit 19 HIGP Hawai‘i Institute of Geophysics and Planetology 20 mg/L milligram per liter 21 mgd million gallons per day 22 msl mean sea level 23 OS Ocean Sensors, Inc. 24 RBR RBR Ltd. 25 SFB specified-flux boundary 26 SHB specified-head boundary 27 SME subject matter expert 28 SOW scope of work 29 SWAP Source Water Assessment Program 30 TBD to be determined 31 USGS United States Geological Survey 32 WP work plan 33

August 4, 2017 Groundwater Flow Model Progress Report 02 Revision 00 Red Hill Bulk Fuel Storage Facility, JBPHH, O‘ahu, HI Page 1 of 23

1. Introduction 1

This Groundwater Flow Model Progress Report 02 is the second in a series of modeling progress 2 reports that describes the technical status of the groundwater flow modeling effort being conducted 3 for the Investigation and Remediation of Petroleum Product Releases and Groundwater Protection 4 and Evaluation project at the Red Hill Bulk Fuel Storage Facility (“Facility”), Joint Base Pearl 5 Harbor-Hickam, O‘ahu, Hawai‘i. The progress report is a component of the overall project reporting 6 as specified in the project Work Plan/Scope of Work (WP/SOW) (DON 2017a). The WP/SOW 7 presents the process, tasks, and deliverables that address the goals and requirements of Statement of 8 Work Sections 6 and 7 of the Administrative Order on Consent (AOC) In the Matter of Red Hill Bulk 9 Fuel Storage Facility (EPA Docket No: RCRA 7003-R9-2015-01; DOH Docket No: 10 15-UST-EA-01) (EPA Region 9 and DOH 2015). Submittal of groundwater flow model progress 11 reports at a minimum of every 4 months is stipulated in AOC Statement of Work Section 7.1.2. 12

Reporting Period 02 covered in this report represents progress for the second 4-month period 13 following conditional approval of the project WP/SOW by the Regulatory Agencies, which was 14 received by the Navy on December 5, 2016 (EPA Region 9 and DOH 2016). Groundwater Flow 15 Model Progress Report 01was submitted on April 5, 2017. 16

2. Work Completed This Period 17

2.1 CURRENT STATUS 18

The groundwater modeling work completed during this reporting period included obtaining and 19 evaluating hydrologic and geologic data to develop the conceptual site model (CSM) for 20 groundwater flow and contaminant transport, and assessing the usefulness and limitations of the 21 existing data for the planned groundwater modeling, which are described in the Existing Data 22 Summary and Evaluation Report for Groundwater Flow and Contaminant Fate and Transport 23 Modeling (DON 2017b). As discussed in the previous Groundwater Flow Model Progress Report 01 24 (DON 2017c), some uncertainties with and limitations of the archived files for the 2007 groundwater 25 model (DON 2007) were identified, as detailed in the Data Gap Analysis Report (DON 2017d). 26 These issues are being and will continue to be addressed during updating of the 2007 model to 27 incorporate new data being collected in the Red Hill area, refine the model setup, and calibrate the 28 model for current conditions. The updated model will be changed substantially from that produced in 29 2007, but evaluating the details of the 2007 model has informed and facilitated the process of 30 planning the upcoming modeling evaluation. The focus of the upcoming modeling is to improve 31 understanding of groundwater flow direction and rates in the Facility area to provide a basis for 32 evaluating potential contaminant migration. 33

2.1.1 Technical Progress 34

A Groundwater Modeling Working Group (GWMWG) composed of subject matter experts (SMEs) 35 from the United States Geological Survey (USGS), State of Hawai‘i Department of Health (DOH), 36 State of Hawai‘i Department of Land and Natural Resources (DLNR) Commission on Water 37 Resource Management (CWRM), City and County of Honolulu Board of Water Supply (BWS), 38 University of Hawai‘i, and the Navy was formed to coordinate the development of accurate and 39 reliable groundwater flow and contaminant fate and transport (CF&T) models. The GWMWG met 40 twice during this reporting period (on June 1 and June 26, 2017) to discuss and decide upon the final 41 model area, domain, boundary locations, and boundary types of the groundwater flow model. 42


The model boundaries agreed to during discussions so far are described below and illustrated on 1 Figure 1: 2

Northeast: Along the northeast side of the dike-free basalt area mapped by the USGS in 3 Izuka et al. 2016 (same location as the 2007 model [DON 2007]). The boundary will be set 4 as a specified-flux boundary (SFB) consistent with flux rates in the DOH regional Source 5 Water Assessment Program (SWAP) model (Whittier et al. 2004) or the USGS regional 6 saturated-unsaturated transport (SUTRA) model (Oki 2005). 7

Southeast: Along the southeast ridge of Kalihi Valley (approximately 2.5 miles south of the 8 Facility) before joining with the previous model boundary described in Groundwater Flow 9 Model Progress Report 01 (DON 2017c). The boundary will likely be set as a general-head 10 boundary (GHB), but this is still under review. 11

Southwest: Extends generally south from the Pearl City Peninsula, follows Iroquois Point, 12 and then extends offshore along the sea floor out to an ocean depth of approximately 13 1,300 feet (ft). As suggested by SMEs for the BWS and the USGS during the Groundwater 14 Modeling Group meeting on June 26, this boundary will be a specified-head boundary 15 (SHB) set along the ocean-floor, with heads specified to be equivalent-freshwater heads 16 representing the sea-water depth at points along the SHB. Extending the SHB out to the 17 seawater depth of -1,300 ft has been estimated anticipating that the bottom of the model will 18 be a horizontal no-flow boundary, set approximately 100 ft below the freshwater–saltwater 19 interface in the area of interest. The location of this SHB on Figure 1 is approximate, and 20 may actually be farther southwestward as defined based on bathymetry. Also the SHB 21 location may change if the model bottom changes based on further discussion with the SMEs 22 in the next groundwater modeling group meeting. 23

Northwest: Along the northwest ridge of Waimalu Valley before joining with the Punanani 24 Gulch branch of Waimalu Stream. The boundary then extends from north of Punanani Gulch 25 (at the junction of two stream branches) to the easternmost point of Pearl City Peninsula, and 26 follows the peninsula to its southwestern-most point. The boundary will be set as a GHB. 27

The GWMWG also discussed the number and thickness of model layers, which will be finalized 28 following completion of the model’s conceptual hydrogeologic framework. Although it was 29 proposed by the GWMWG that the five model layers should be uniform, the Navy is considering use 30 of newer models that allow modeling of layers of various thickness. The Navy will provide a 31 recommendation that can be further discussed in the next meeting. Figure 2 and Figure 3 show the 32 approximate model layers being planned. The upper two layers would be relatively thin 33 (approximately 30–50 ft thick) to enable the MODFLOW model to provide more detailed results at 34 depths near the water table, and would be consistent with the intake intervals of the major supply 35 infiltration galleries and supply wells near the Facility. The valley fill thickness is not yet 36 determined. Valley fill will be incorporated into the model, where geologic information exists to 37 demonstrate its presence, by assigning hydraulic properties of the valley fill. Layers 3 and 4 would 38 be thicker than the upper two layers. The thicknesses of the upper four layers would be specified to 39 reflect the thickness of the hydrogeologic units (HGUs) and well screen intervals. The bottom layer 40 would extend approximately 100 ft below the freshwater–saltwater interface, as estimated by the 41 Ghyben-Herzberg Principle, resulting in a depth of approximately -800 ft msl in the area of interest. 42 Exact model layer thicknesses are preliminary at this point, and will be refined as the hydrogeologic 43 framework is compiled and updated. 44

It was agreed by the Parties to the AOC (i.e., the Navy/Defense Logistics Agency [DLA], United 45 States Environmental Protection Agency [EPA], and DOH) that predictive model simulations will be 46 calibrated for the same period as the available data, and that the predictive simulations will be run 47


1 into the future consistent with the current long-term water management plan. Additionally, flux 2 values along the model boundaries will be set based on SUTRA model files from the most recent 3 regional model reports (Oki 2005; Whittier et al. 2004).

4 Work performed to date has involved compiling well locations, construction details, and borehole 5 geologic logs for wells within the model area. This information was gleaned from past site 6 investigations, the DLNR, and the website Water Wells in the State of Hawai‘i, which is hosted and 7 maintained by the Hawai‘i Institute of Geophysics and Planetology (HIGP).

8 Pumping rates for all water supply wells within the model area (Figure 4) were obtained from the 9 DLNR CWRM and are currently being analyzed and incorporated into appropriate model files.

10 Additionally, groundwater elevations and pumping values for wells monitored by the USGS during 11 the May 2015 pumping test of Hālawa Shaft have been identified and compiled (Figure 5), and the 12 data are currently being analyzed.

13 The Navy continued its development of the geologic characterization of the Facility and the 14 surrounding area by creating cross sections of the geologic units in the subsurface based on the 15 boring logs compiled from all sources currently available to the Navy, including the data presented 16 in the Existing Data Report (DON 2017b). The cross sections will be updated as necessary as new 17 geologic boring logs and data are obtained and analyzed, and along with additional 3D illustrations 18 will be presented in a forthcoming groundwater modeling progress report or technical memorandum.

19 Additional data points for groundwater levels and hydraulic head are needed to further define the 20 water table potentiometric surface, vertical hydraulic gradients, and vertically delineate potential 21 contamination, if it exists, within the model area. To address this data need, the Navy is now 22 proposing to install additional deep wells at select locations (Figure 6) with screens at different 23 intervals, as described in the forthcoming Monitoring Well Installation Work Plan Addendum 01. 24 These wells will be constructed with isolated screens to allow measurement of hydraulic heads and 25 water sampling at depths below the water table. Outside the casing, packers will be set and sealed to 26 prevent vertical groundwater movement in the borehole. Also, these new wells will be installed in 27 open boreholes to allow geophysical logging and vertical profiling.

28 A high-accuracy survey (Second Order, Class I, vertical) was conducted in July 2017 to verify the 29 top of casing measurements of the Red Hill monitoring well network wells. Additional out-of-30 network wells will be added to the survey. This resurvey is critical to establishing accurate 31 groundwater elevations and determining groundwater flow direction.

32 Following the top of casing survey, a USGS synoptic water level survey of approximately 22 wells 33 in the Hālawa – Red Hill area commenced in July 2017, and is currently scheduled to run for 34 3 months, ending in October 2017 (USGS 2017).P

35 2.1.2 Technical Issues

36 The work performed so far has revealed several uncertainties and limitations in both the archived 37 model files and the publically available well data, including:

38 The HIGP water well website lacked detailed information required for the modeling effort 39 (e.g., geologic logs) for the majority of wells within the model area. To remedy this data gap, 40 a data gathering trip was conducted to review and obtain copies of well locations, 41 construction details, and geologic logs from the DLNR headquarters.

42 Detailed data request letters were sent to BWS on May 4 and June 6, 2017 requesting their 43 assistance in acquiring data required for the modeling effort. No data requested have been


received, so a follow-up request was made at an in-person meeting of the AOC parties and 1 SMEs on June 21, 2017. 2

The Navy has obtained graphical representations of the freshwater–saltwater interface from 3 two deep monitor wells within or near the model area (Figure 7 and Figure 8). However, 4 data from these locations alone are equivocal in establishing the elevation of this interface, 5 and there appear to be additional deep monitor wells in the model area that may be useful for 6 this purpose. Accordingly, the Navy is currently seeking additional information from the 7 DLNR and CWRM, including a map of the interface if it exists, to better establish the 8 elevation of the interface beneath the model area. 9

During the working group meeting, DOH indicated that GIS shapefiles of the caprock and 10 basalt maps may be available from the DOH and DLNR Geographic Information System 11 (GIS) website. In following up to retrieve the maps, the Navy did not find these maps on the 12 DOH/DLNR website. The Navy also learned from the USGS that the structural contour map 13 of the top of the basalt and isopach thickness map of the caprock deposits presented in 14 USGS Scientific Investigations Report 2015-5164 (Izuka et al. 2016) were not released as 15 geospatial datasets or GIS shapefiles. However, USGS provided the files to the Navy on July 16 21, 2017, noting that the files contain preliminary data and are subject to revision. 17

The 2005 USGS regional groundwater model SUTRA electronic input and output files (from 18 Oki 2005) obtained from the USGS are currently unusable as they lacked the critical .MBB 19 file, which provides geo-referenced locations. The USGS informed the Navy that the 20 geo-reference points are also located in a previous USGS modeling report (Oki 2005). The 21 Navy found and used the geo-reference points in the Oki report, but the geospatial 22 projections from those points required adjustment by the Navy GIS team. After successfully 23 determining geospatial location in the SUTRA model files, the Navy is now proceeding to 24 extract information from the SUTRA files, including the geometry of HGUs and well 25 construction details that were included in the model. The Navy intends to use this 26 information from the SUTRA model as a basis for discussions about the HGUs’ extents and 27 depths, MODFLOW layers, and calibration points during the next groundwater modeling 28 working group meeting. 29

The Navy requested a copy of the regional SWAP model developed by DOH (Whittier et al. 30 2004), but DOH informed the Navy that the model cannot be released yet due to the need to 31 remove some privileged information and add new recharge information. Additionally, the 32 Attorney General’s signature is required to authorize the release of the SWAP model. The 33 SWAP model files have not yet been received. 34

The Navy requested shapefiles from the USGS for the recent maps of groundwater recharge 35 rates on O‘ahu (Engott et al. 2015 and/or Izuka et al. 2016). The USGS noted that these 36 maps and geospatial data sets contain small errors and the maps are currently being revised. 37 Due to the urgency to obtain data for the groundwater model, the Navy was able to obtain 38 the current USGS geospatial data sets for the Basalt and Caprock HGUs from the USGS. 39 However, the Navy has not yet obtained and still needs the shapefiles of geospatial data for 40 O‘ahu recharge rates (Engott et al. 2015). 41

2.1.3 RHMW10 Boring Log and Well Construction Diagram 42

The lithological boring log and well construction diagram for new monitoring well RHMW10, 43 constructed between December 2016 and April 2017 at the location shown on Figure 6, are presented 44 in Appendix A. 45


2.2 SUBMITTAL OF MODELING DELIVERABLES 1 2.2.1 Current Period 2

Relevant deliverables submitted during this reporting period include: 3

Data Gap Analysis Report for Groundwater Flow and Contaminant Fate and Transport 4 Modeling (April 2017) 5

Final First Quarter 2017 - Quarterly Groundwater Monitoring Report (April 2017) 6

Final Second Quarter 2017 - Quarterly Groundwater Monitoring Report (July 2017) 7

2.2.2 Next Period 8

Additional deliverables due for submittal during the next 4-month reporting period include: 9

Monitoring Well Installation Plan Addendum 01, Revision 01 (August 2017), for up to 10 12 additional monitoring wells (see Figure 6). Two of these wells were previously proposed 11 for installation in alternate locations in the August 2016 Monitoring Well Installation Work 12 Plan (DON 2016). Four are identified as high-priority wells: RHMW11 (north of Red Hill 13 and RHMW07); RHMW12, -16, or -20 (in the vicinity of the Hawaiian Cement Quarry 14 northwest of Hālawa Correctional Facility); RHMW15 (between RHMW05 and Red Hill 15 Shaft); and RHMW17 (near BWS Hālawa Shaft). 16

CSM Development Plan (September 2017) 17

Attenuation Evaluation Plan (September 2017) 18

Groundwater Model Evaluation Plan (September 2017) 19

Final Third Quarter 2017 - Quarterly Groundwater Monitoring Report, Red Hill Bulk Fuel 20 Storage Facility (October 2017) 21

3. Schedule Status 22

While the modeling effort is proceeding, the current schedule is undergoing modifications based on 23 revised well installation schedule and additional attenuation studies. 24

4. Anticipated Work Next Reporting Period 25

Anticipated work for Reporting Period 03 (August 5 – December 3, 2017) includes: 26

Evaluate new hydrogeologic information to develop the CSM and update the 2007 flow 27 model, including: 28

– Well locations, construction details, and borehole geologic logs (from new Navy wells, 29 BWS, DLNR, CWRM) 30

– Screen depth intervals in monitoring wells for model calibration 31

– GIS shape files from USGS for maps of groundwater recharge rates, caprock thickness, 32 and top of basalt 33

– Map showing altitude of base of freshwater aquifer (from CWRM and/or USGS) 34

Assist with coordination of stakeholder activities. 35

Work with USGS to evaluate data collected during the synoptic monitoring study and high 36 accuracy survey. 37


Establish up to 12 new multi-level monitoring wells. 1

Present plans to conduct geophysical techniques to determine valley fill depths in the North 2 and South Hālawa valleys. 3

Publish the deliverables indicated in Section 2.2.2. 4

5. References 5

Department of the Navy (DON). 2007. Red Hill Bulk Fuel Storage Facility Final Technical Report, 6 Pearl Harbor, Hawaii. Prepared by TEC Inc., Honolulu, HI. Pearl Harbor, HI: Naval Facilities 7 Engineering Command, Pacific. August. 8

———. 2016. Monitoring Well Installation Work Plan, Red Hill Bulk Fuel Storage Facility, Joint 9 Base Pearl Harbor-Hickam, O‘ahu, Hawai‘i; August 29, 2016. Prepared by AECOM Technical 10 Services, Inc., Honolulu, HI. Prepared for Defense Logistics Agency Energy, Fort Belvoir, VA, 11 under Naval Facilities Engineering Command, Hawaii, JBPHH HI. 12

———. 2017a. Work Plan/Scope of Work, Investigation and Remediation of Releases and 13 Groundwater Protection and Evaluation, Red Hill Bulk Fuel Storage Facility, Joint Base Pearl 14 Harbor-Hickam, Oah‘u, Hawai‘i; January 4, 2017, Revision 02. Prepared by AECOM Technical 15 Services, Inc., Honolulu, HI. Prepared for Defense Logistics Agency Energy, Fort Belvoir, VA, 16 under Naval Facilities Engineering Command, Hawaii, JBPHH HI. 17

———. 2017b. Existing Data Summary and Evaluation Report for Groundwater Flow and 18 Contaminant Fate and Transport Modeling, Red Hill Bulk Fuel Storage Facility, Joint Base 19 Pearl Harbor-Hickam, O‘ahu, Hawai‘i; March 5, 2017 [Revision 00]. Prepared by AECOM 20 Technical Services, Inc., Honolulu, HI. Prepared for Defense Logistics Agency Energy, Fort 21 Belvoir, VA, under Naval Facilities Engineering Command, Hawaii, JBPHH HI. 22

———. 2017c. Groundwater Flow Model Progress Report 01, Red Hill Bulk Fuel Storage Facility, 23 Joint Base Pearl Harbor-Hickam, O‘ahu, Hawai‘i; April 5, 2017, Revision 00. Prepared by 24 AECOM Technical Services, Inc., Honolulu, HI. Prepared for Defense Logistics Agency 25 Energy, Fort Belvoir, VA, under Naval Facilities Engineering Command, Hawaii, JBPHH HI. 26

———. 2017d. Data Gap Analysis Report, Investigation and Remediation of Releases and 27 Groundwater Protection and Evaluation, Red Hill Bulk Fuel Storage Facility, Joint Base Pearl 28 Harbor-Hickam, O‘ahu, Hawai‘i; April 25, 2017, Revision 00. Prepared by AECOM Technical 29 Services, Inc., Honolulu, HI. Prepared for Defense Logistics Agency Energy, Fort Belvoir, VA, 30 under Naval Facilities Engineering Command, Hawaii, JBPHH HI. 31

Engott, J. A., A. G. Johnson, M. Bassiouni, and S. K. Izuka. 2015. Spatially Distributed 32 Groundwater Recharge for 2010 Land Cover Estimated Using a Water-Budget Model for the 33 Island of O‘ahu, Hawai‘i. Scientific Investigations Report 2015–5010. Prepared in cooperation 34 with the State of Hawai‘i Commission on Water Resource Management and the City and County 35 of Honolulu Board of Water Supply. U.S. Geological Survey. 36

Environmental Protection Agency, United States, Region 9; and Department of Health, State of 37 Hawaii (EPA Region 9 and DOH). 2015. Administrative Order on Consent In the Matter of Red 38 Hill Bulk Fuel Storage Facility, EPA Docket No: RCRA 7003-R9-2015-01; DOH Docket No: 15-39 UST-EA-01. September. 40


———. 2016. “Conditional Approval of Red Hill AOC SOW Deliverable under Sections 6 & 7 - 1 Work Plan/Scope of Work, Investigation and Remediation of Releases and Groundwater 2 Protection and Evaluation, Red Hill Bulk Fuel Storage Facility, November 5, 2016 Revision 01.” 3 Letter from Bob Pallarino, EPA Red Hill Project Coordinator, and Steven Chang, DOH Red Hill 4 Project Coordinator, to: Captain Richard D. Hayes, Navy Region Hawaii. December 2, 2016. 5

Izuka, S. K., J. A. Engott, M. Bassiouni, A. G. Johnson, L. D. Miller, K. Rotzoll, and A. Mair. 2016. 6 Volcanic Aquifers of Hawai‘i—Hydrogeology, Water Budgets, and Conceptual Models. 7 Scientific Investigations Report 2015–5164. Water Availability and Use Science Program. U.S. 8 Geological Survey. 9

Oki, D. S. 2005. Numerical Simulation of the Effects of Low-Permeability Valley-Fill Barriers and 10 the Redistribution of Ground-Water Withdrawals in the Pearl Harbor Area, Oahu, Hawaii. 11 Scientific Investigations Report 2005-5253. U.S. Geological Survey. 12

United States Geological Survey (USGS). 2017. DRAFT Synoptic Water Level Study Work Plan, 13 Hālawa Area, Oʻahu, Hawaiʻi. May 5. Honolulu: Pacific Islands Water Science Center. 14

Whittier, R. B., K. Rotzoll, S. Dhal, A. I. El-Kadi, C. Ray, G. Chen, and D. Chang. 2004. Hawaii 15 Source Water Assessment Report. Prepared for the Hawai‘i Department of Health, Safe Drinking 16 Water Branch. University of Hawai‘i, Water Resources Research Center. 17

ayerew F-3H

Honolulu InternationalAirp ort

Joint BasePearl Harbor-Hic k am

FordIsland

‘Aiea

loloP a

Pearl City

Sp ec ified Flux BoundarydarynouBd ea aerl

HenG

yardunBod ea ralHneGe

Sp ec ified Head Boundary(Extends to -1300 ft m sl)

Iriq uoisPoint

yleal ValuaimW

yleali ViKalh

Waip i'oPeninsula

Loc ation Map

Figure 1Planned Model Area and

Prop osed Boundary ConditionsGroundwater Flow Model Progress Rep ort 02

Red Hill Bulk Fuel Storage Fac ilityJBPHH, O'ahu, Hawai'i

7102/3/8 dxm.ver_4.01v_nosirap

moC aer

A ledoM

wolF W

G_20ssergorP

WG_1giF\20 trope

R ssergorP ledo

M\spaM_20\SI

G 029\kroW-009\3500

OTC54218406\

VI N

AELC\

CAP

CAFV

Feet

AN\ ¯ 0 4,000 8,000

stcejorP\ululono

H\UL

ULO

NO

H\\

Project Location

Notes

Legend

1. Map projection: NAD 1983 UTM Zone 4N2. Base Map: DigitalGlobe, Inc. (DG) and NRCS. Publication_Date: 20153. Proposed model boundaries are under discussion.

0̄ 5 10Miles

1

Planned Model

2007 Model

Red Hill Bulk Fuel StorageFacility Boundary

Red Hill Fuel Storage Tank

StreamSoutheast to Northwest Cross Section (Figure 2)Southwest to Northeast Cross Section (Figure 3)

Stream

Basalt Valley Fill

Caprock

Water Table

White dashed lines show bottom of each planned model layer

Notes: Lower model bottom 100 feet below freshwater-saltwater interface Valley fill depth will depend on field observations and collected data

s)

erte(m

s xia-Z

Figure 2 Planned Model Layers Compared to 2007 Model Layers,

Southeast to Northwest Profile Groundwater Flow Model Progress Report 02

Red Hill Bulk Fuel Storage Facility JBPHH, O‘ahu, Hawai‘i

xt

pp.

2v

er_

elifP

ro Southeast Northwest

WN-

SE

,n

os

ria

pm

oC

r ye

aL l

ed

Mo

_7

10

2_

70

02

_2

giF\

02

rt

op

eR

ss

reg

Pro

le

d M

oW

G\cs

ih

pra

G 1

29\

rko

W-900

\ 0

053

O60481245C

T\

VIE

AN

L

C\ P

AC

AC

AV

FN\

sct

ejP

ro\

S:

200

0

-200

xpp

te.li

ofr PE

N-W

Son

, Southwest

sipa

rom

C er

Lay

g3

_200

7_20

17_M

odel

iF\02 t

epor

R s )

es s

ogr

rP eter

Mod

el

m (W sG i\s xcap

hi a-

r Z

21 G

9\rko

W90

0-\

005

3OT

6048

1245

C\VI

N

AE\C

LPA

C

ACAV

FN\st

ecojrP\

S:

Figure 3 Planned Model Layers Compared to 2007 Model Layers,

Southwest to Northeast Profile Groundwater Flow Model Progress Report 02

Red Hill Bulk Fuel Storage Facility JBPHH, O‘ahu, Hawai‘i

Northeast

Water Table

Basalt

Seafloor

White dashed lines show bottom of each planned model layer

yr

100

unda

oB uxl

d F

eifi

-100

cpeS

300

-300

Shoreline

Approximate Freshwater-Saltwater Interface

Caprock

H201 Freeway

ayewre F-3H

Tripler Army Medical Center

eamrStaaluan

Mo

Ho no lu lu Internatio nalAirpo rt

Iriqu o isPo int

Fo rdIsland

ametrSaawālHhutoS

Pearl CityPeninsu la

Ho no lu lu Co u ntryClu b

eamrStawlaHāhrt

No

Waipi'oPeninsu la

Jo int Base Pearl Harbo r-Hickam

Lo catio n Map

Fig u re 4Pu mping Wells Within the Mo del Area

Go u ndwater Flo w Mo del Pro g ress Repo rt 02Red Hill Bu lk Fu el Sto rag e Facility

JBPHH, O'ahu , Hawai'i

7102/7/7 dxm.4.01v_slle

Wgnipmu

P_20ssergorP

WG_4giF\20 trope

R ssergorP ledo

M\spaM_20\SI

G 029\kroW-009\3500

OTC54218406\

VI N

AELC\

CA

¯

P C

AF

Feet

VAN

0 3,500 7,000 14,000

\stcejorP\ululono

H\UL

ULO

NO

H\\

Project Location

No tes

Leg end

1. Map projection: NAD 1983 UTM Zone 4N2. DigitalGlobe, Inc. (DG) and NRCS. Publication_Date: 2015

0̄ 5 10Miles

1

Pumping Well

Model Area

Red Hill Bulk Fuel Storage FacilityBoundary


Stream

*#

")

*#")")")")

*#

*#

aye we Fr-3H

ameStraaluanoM

Honolulu Inte rnationalAirport

Joint BasePe arl Harbor-Hic kam

FordIsland

ametrSaawālHhutoS

IriquoisPoint

Pe arl City

Waipi'oPe ninsula

SandIsland

ametriSlihaK

Waiawa Sh aft(2558-10)

Kalauao T118(2355-08)

Kaam ilo De e p Monitor We ll(2355-15)

'Aiea Navy(2256-10)

Hālawa Sh aft(2354-01)

BWS Hālawa De e p Monitor We ll

(2255-40)Hālawa Obse rvation

We ll (T-45)(2255-33)

Fort Sh afte r(2053-10)

Loc ation Map

Figure 5Planne d , Pote ntial, and Oth e r We lls Involve d

in th e 2015 USGS Aquife r Te stGround wate r Flow Mod e l Progre ss R e port 02

R e d Hill Bulk Fuel Storage Fac ilityJBPHH, O'ah u, Hawai'i

7102/12/7 dxm.4.01v_slle

WtseTS

GS

U5102_20ssergorP

WG_5giF\20 trope

R ssergorP ledo

M\spaM_20\SI

G 029\kroW-009\3500

OTC54218406\

VI N

AELC\

CAP

CAFVA

N\stcejo Feet

rP\ ¯ 0 4,000 8,000

ululonoH\

ULUL

ON

OH\\

Project Location

Note s

Lege nd

1. Map projection: NAD 1983 UTM Zone 4N2. DigitalGlobe, Inc. (DG) and NRCS. Publication_Date: 2015

0̄ 5 10Miles

1

Planned Well for USGS Test- No DataCollected

Planned Well for USGS Test-Groundwater Level Data Collected

Planned Well for USGS Test-Groundwater Level and Pumping RateData Collected

")Potential Well for USGS Test-Groundwater Level Data Collected

Well Not Originally Planned for USGS*# Test- Groundwater Level Data Collected

Well Not Originally Planned for USGS*# Test- Groundwater Level and Pumping

Rate Data Collected

Model Area

Red Hill Bulk Fuel Storage FacilityBoundary

Stream


")

")

*# ")")

")

*#

TAMC-2(2153-08)

Moanalua De e p MW(2153-05)

Moanalua T-24(2153-09)

TAMC MW-2TAMC MW-4

TAMC MW-1D

TAMC MW-3

Moanalua DH43(2253-02)

R HMW05

R HMW04Halawa De e p MW(2253-03)

R HMW07 R HMW06R HMW03

R HMW02R HMW01OWDFMW01

R e d Hill Sh aft(2254-01)

&

Hālaw aIndustrialPark

Hālaw aCorrec tionalFac ility

MoanaluaGolfCourse

MoanaluaValley

H201 Freew ay

aywee Fr-3H

U.S. CoastGuard Housing

Moanalua HillsideApartm ents

MoanaluaVillage

Red Hill Elem entary Sc h ool

Hālaw aQ uarry

Navy Firing Range

maertSaluanaoM

Oily WasteDisposal Fac ility

SouthHālaw aValley

NorthHālaw aValley

RHMW17

RHMW16

RHMW20

RHMW12

RHMW14

RHMW18

RHMW13

RHMW05

OWDFMW01RHMW08

RHMW01 &

RHMW09

RHMW02

RHMW03

RHMW04

RHMW07 &

RHMW06

HDMW2253-03

Navy Supply Well2254-01 &

BWS Hālaw a Sh aftWell 2354-01

RHMW 2254-01RHMW19

RHMW15

RHMW07D

RHMW11

RHMW01R

0440 40 360320 0 960

24 028 680 920

640 600 0880 48

06 8005 72002 7605

0 800 66

560

68060 643 0 044 640

004

02 4001

060 012 0 480 46 1 41 40 200 2 7

8 0 52036

06 0 6801 56 406

280

1917

002 15 2013 1811 1690 1483 7 121 52 00 6 104 3140 8420 1 6160 180 022 300 4

20 RHMW1010 020 402

200 00 62 13

403260

60200 3003 0 40012 480260 520

0 5602 48 280 40 320

300320 80340 1

Figure 6Proposed Deep Monitor Wells

Near Red Hill Bulk Fuel Storage Fac ilityGroundw ater Model Progress Report 02Red Hill Bulk Fuel Storage Fac ility

JBPHH, O'ah u, Haw ai'i

7102/3/8 dxm.2ver_slle

WpeeDdesopor

P_20ssergorP

WG_7giF\20 trope

R ssergorP ledo

M\spaM_20\SI

G 029\kroW-009\3500

OTC54218406\

VI N

AELC\

CAP

CA

¯

FVAN

Feet

\stce

0 500 1,000 2,000

jorP\ululono

H\UL

ULO

NO

H\\

Notes

Legend

1

Topographic Contour(feet above mean sea level)

1. Map projection: NAD 1983 UTM Zone 4N2. Base Map: DigitalGlobe, Inc. (DG) and NRCS. Publication_Date: 20153. Coordinates: NAD 1983 UTM Zone 4N4. indicates well identified for priority installation.5. indicates three potential wells, one of which will be identified for priority installation.

Stream

! Red Hill Fuel Storage Tank1

400

Red Hill Installation Boundary

Groundw ater Modeling Dom ain

Proposed Monitoring Well Location

Existing Water Supply Well

Existing Monitoring Well Location

Proposed and Existing Monitoring Well Adjacent Locations

RHMW--RHMW--

last updated 3/2/2017

100

0

-100

-200

-300

-400

-500

-600

-700

-800

-900

-1000

-1100

-1200

Halawa Deep Monitor Well, Oahu (3-2253-003)Fluctuations in the Water Table, Top of Transition Zone (TTZ), and Midpoint of Transition Zone (MPTZ)

From August 2000 through January 2017

msl

)

eet

f( nio

atEl

ev

MPTZ - OS421/425 TTZ - RBR 12895 MPTZ - RBR 12895 TTZ - OS 421/425 Water Level

From August 2000 to January 2017 the Water Table rose 4.28 feet to 20.33 feet above msl

Fresh Water

From August 2000 to January 2017 the TTZ declined 28.26 feet to an elevation of 95.69 feet below msl

Brackish Water

From August 2000 to January 2017 the MPTZ rose 77.04 feet to an elevation of 851.67 feet below msl

Sea Water

Seawater

Notes: : (1) TTZ = 1,000 µS/cm (~ 220 mg/L Cl-); MPTZ = 25,000 µS/cm (~ 8,500 mg/L Cl-) (2) Fresh Water < 220 mg/L Cl¯, Brackish Water 220 mg/L CL¯ to 16,999 mg/L Cl¯,Sea Water >= 17,000 mg/L Cl¯; (3) OS 421/425 = Ocean Sensors CTD (absolute conductivity); (4) RBR 12895 = RBR Global CTD (Specific Conductivity); (5) msl = mean sea level.

* Since the year 2000, the MPTZ has risen 77 feet, rising toward a calculated Ghyben-Herzberg equilibrium elevation of approximately 813 feet below msl (relative to the WaterTable, measured at 20.33 feet above msl). Note the relatively thick mixing zone, resulting from upward borehole flow of an influx of brackish water.

* 813 feet below msl

From August 2000 to January 2017 Sea Water rose 42.12 feet to an elevation of 965.88 feet below msl

02\F

ig8_

Fres

hSal

t Int

erfa

ce_H

alaw

a 3-

2-20

17M

odel

Pro

gres

s R

epor

t 00

53\9

00-W

ork\

921

Gra

phic

s\G

W

S:\P

roje

cts\

NAV

FAC

PAC

\CLE

AN IV

\604

8124

5CTO

Figure 7 Source: http://files.hawaii.gov/dlnr/cwrm/monitoringdata/Freshwater-Saltwater Interface for Hālawa Deep Monitor Well dmw_halawa.pdf

Groundwater Flow Model Progress Report 02 Red Hill Bulk Fuel Storage Facility

JBPHH, O‘ahu, Hawai‘i

last updated 4/27/2017

100

0

-100

-200

-300

-400

-500

-600

-700

-800

-900

-1000

-1100

-1200

Waimalu Deep Monitor Well, Oahu (3-2456-005)Fluctuations in the Water Table, Top of Transition Zone (TTZ), and Midpoint of Transition Zone (MPTZ)

from May 2005 through April 2017m

sl)

ee

tf( n

ioat

Elev

TTZ - OS 421/425 MPTZ - OS 421/425 TTZ - RBR 12895 MPTZ - RBR 12895 water levels

From May 2005 to April 2017 the Water Table rose 2.2 feet to 20.74 feet msl

From May 2005 to April 2017 the TTZ declined 137.55 feet to 729.46 feet below msl

From May 2005 to April 2017 the MPTZ declined 73.64 feet to 732.18 feet below msl

Sea Water

Notes: : (1) TTZ = 1,000 µS/cm (~ 220 mg/L Cl-); MPTZ = 25,000 µS/cm (~ 8,500 mg/L Cl-) (2) Fresh Water < 220 mg/L Cl¯, Brackish Water 220 mg/L CL¯ to 16,999 mg/L Cl¯, Sea Water >= 17,000 mg/L Cl¯; (3) OS 421/425 = Ocean Sensors CTD (absolute conductivity); (4) RBR 12895 = RBR Global CTD (Specific Conductivity); (5) msl = mean sea level.

* Since the year 2005, the MPTZ has declined 73.64 feet toward a calculated Ghyben-Herzberg equilibrium elevation of approximately 829.6 feet below msl, relative to the WaterTable measured at 20.74 feet above msl.

Fresh Water

Brackish Water

Sea Water

* 829.6 feet below

From January 2006 to April 2017 Sea Water rose 42.56 feet to 912.58 feet below msl

7-20

17.p

df-24

raph

ics\

GW

Mod

el P

rogr

ess

Rep

ort 0

2\Fi

g9_F

resh

Salt

Inte

rface

_Wai

mal

u S:

\Pro

ject

s\N

AVFA

C P

AC\C

LEAN

IV\6

0481

245C

TO 0

053\

900-

Wor

k\92

1 G

Source: http://files.hawaii.gov/dlnr/cwrm/monitoringdata/dmw_waimalu.pdf

Figure 8Freshwater-Saltwater Interface for Waimalu Deep Monitor Well

Groundwater Flow Model Progress Report 02Red Hill Bulk Fuel Storage Facility

JBPHH, O‘ahu, Hawai‘i

1 Appendix A: 2 Boring Log and Well Construction Diagram, 3 RHMW10 4 (on CD-ROM)

Blank casing incement-bentonite grout

Filter sand, native fill orslough

1

Time (in 24-hour clock) marking start and finishof each run; drill rate (in feet per hour) is reported in brackets.

ures

oot

Fra

ctpe

r F

11 Description:

6

Blows /12 in.:

D, % ure

ing

R Q

Fra

ctD

raw

Typ

e

Well Schematic:

(Rock Quality Designation) Amount (in percent) of intact core(pieces of sound core greater than 4 inches in length) in each coringinterval; calculated as the sum of lengths of intact core divided bylength of core run. RQD of highly weathered/altered rock does notmeet soundness requirements, but provides some indication of rockquality with respect to the degree of fracturing.

er er

Num

b

Num

bogy

Lith

ol

5

TYPICAL MATERIAL GRAPHIC SYMBOLS

Fat CLAY (CH)

2 10

COLUMN DESCRIPTIONS9

Elevation:

14 Sample Number: Sample identification number.

15

16

17

Sample Type: Type of soil sample collected at depth intervalshown; sampler symbols are explained below.

12 in

.

FIELD NOTES

ows

/ AND TESTRESULTS

Bl

13

Number of blows required to advance sampler 12inches beyond first 6 inch interval or distance noted, using a 140-lbhammer with a 30-inch drop (unless otherwise noted).

Drill Time [Rate]:

Standard Penetration(SPT) split spoon sampler

Modified Californiasampler with brass liners

Blank casing in cement Blank casing in filter sandgrout

Liquid Limit (from Atterberg Limits)Plasticity Index (from Atterberg Limits), NP=Non PlasticPP Pocket penetrometer field consitency reading, tst

Blank casing in bentonite Sieve Analysis, %fines (<#200 sieve) and gravel (>#4 sieve)pellets Wash on #200 sieve, % fines (<#200 sieve)

Unconfined compressive strength (qu), psf

TYPICAL WELL GRAPHIC SYMBOLS

11 12

Minor change in material properties within a stratum

ROCK CORE

,tio

nE

leva o. er

y,%

feet

Box

N

Rec

ov

13 14 15

Lithologic description in this order: rock type, color(Munsel), texture, grain size, weathering, strength, and other features;descriptive terms are defined on Sheet 2. Also, abbreviated descriptionof fractures numbered in Column 9 using terms defined on Sheet 2.

17

10

/hr]

Dep

th,

me

MATERIAL DESCRIPTION ft

feet l T

iil at

e,

Dr

[R

Silty SAND (SC) Clayey SAND (SC)

Grab sample

16

TYPICAL SAMPLER GRAPHIC SYMBOLS

BASALT Breccia

4

OTHER GRAPHIC SYMBOLS

Soil classifications are based on the Unified Soil Classification System.Descriptions and stratum lines are interpretive; field descriptions may have beenmodified to reflect lab test results. Descriptions on these logs apply only at thespecific boring locations and at the time the borings were advanced; they are notwarranted to be representative of subsurface conditions at other locations ortimes.

7 83 9

BASALT a'a Clinker Basalt

o.R

un N

SOILSAMPLES

Box No.:

Recovery:

Depth:

Sketch of the naturally occurring fractures andmechanical breaks, showing the angle of the fractures relative to thecross-sectional axis of the core. "NR" indicates no recovery.

2

3

4

5

7 R Q D:

8 Fracture Drawing:

Distance (in feet) below the collar of the borehole.

Number of the individual coring interval.

Number of the core box which contains core from thecorresponding run.

Amount (in percent) of core recovered from the coringinterval; calculated as length of core recovered divided by length ofrun.

6 Fractures per Foot: (Fracture Frequency) The number of naturallyoccurring fractures in each foot of core; does not include mechanicalbreaks (induced by drilling) or healed fractures. "NA" indicates notapplicable due to lack of core recovery.

Location of each naturally occurring fracture(numbered) and mechanical break (labeled "M"). Naturally occurringfractures are described in Column 11 (keyed by number) usingdescriptive terms defined on Sheet 2 (Items a through g).

Field Notes and Test Results: Comments and observationsregarding drilling or sampling made by driller or field personnel. Fieldand lab tests are indicated using abbreviations explained below.

First water encountered at time of drilling andsampling (ATD)Water level measured at specified time after completionof drilling and sampling

FIELD AND LABORATORY TEST ABBREVIATIONS

LLPIPPSAWAUC

Inferred or transitional contact

Slotted casing in filtersand

Wel

l Sch

emat

ic

1 Elevation (in feet) referenced to mean sea level (MSL).

Run No.:

Fracture Number:

Lithology: A graphic log of material encountered using symbols torepresent differing soil and types; graphic symbols are explainedbelow.

12 Schematic of piezometer, inclinometer or wellinstallation; graphic symbols are explained below.

Project Number: 60481245

Project: CTO53 - Red Hill Bulk Fuel Storage Facilty Key to LogProject Location: CTO53

Sheet 1 of 2

Key

16

28/2

0J;

10

/ L

OG

S.G

PR

ED

HIL

L C

OR

Eile

: CT

O53

;

FE

Y P

ID K

LL A

ND

RE

D H

ILL

WIT

H W

E C

TO

53

Rep

ort:

a

F - Fault Su - Surface Stain

- None

c Aperture (inches):

W - Wide (0.5-2.0) - Planar- Moderately Wide (0.1-0.5)

VN - Irregular

Type of Infilling: g Roughness of Surface:

Slk

- Potassium

Residual Soil

More than half of the rock is decomposed; rock is weakened so that a minimum2-inch-diameter sample can be broken readily by hand across rock fabric

Weak Rock

Strong Rock

Dip of discontinuity, measured relative to a plane normal to the core axis.

b

J Sp - SpottyPa

B

St

S- Slightly Rough [asperities on the discontinuity surfaces are

Completely Weathered/Altered

Highly Weathered/Altered

Very Strong Rock

- JointSh - Shear

- Bedding

Ir

- Partially FilledFo Fi

No

Surface Shape of Joint:

Wa - Wavy- Stepped

SR

are clearly visible, and discontinuity surface feels very abrasive]

ROCK WEATHERING / ALTERATION

Description Recognition

Slightly Weathered/AlteredFresh/Unweathered

ROCK STRENGTH

Extremely Strong Rock

Amount of Infilling:

- Narrow (0.05-0.1)

- Slickensided [surface has smooth, glassy finish with visual evidence of striations]

VR discontinuity surface]

Original minerals of rock have been almost entirely decomposed to secondary minerals,although original fabric may be intact; material can be granulated by hand

Discontinuity Type: e

- FoliationV - Vein

PlMWN

- Rough [some ridges and side-angle steps are evident; asperities

Original minerals of rock have been entirely decomposed to secondary minerals, andoriginal rock fabric is not apparent; material can be easily broken by hand

Extremely Weak RockVery Weak Rock

- Very Rough [near-vertical steps and ridges occur on the

Description

T - Tight (0)

DISCONTINUITY DESCRIPTORS

- Smooth [surface appears smooth and feels so to the touch]

R

minimum 2-inch-diameter sample cannot be broken readily by hand across rock fabricRock is slightly discolored, but not noticeably lower in strength than fresh rock

- Filled

f

- Very Narrow (<0.05)

distinguishable and can be felt]

Moderately Weathered/Altered

Rock shows no discoloration, loss of strength, or other effect of weathering/alteration

KEY TO DESCRIPTIVE TERMS USED ON CORE LOGS

- PyriteQz

- Sand

Rock is discolored and noticeably weakened, but less than half is decomposed; a

Medium Strong Rock

d

Bi - Biotite My - MyloniteCl - Clay No - NoneCa - Calcite PyCh - Chlorite - QuartzEp - Epidote SdFe - Iron Oxide Si - SiltH - Healed SiCl - Silty ClayK+ Uk - Unknown

Recognition

Can be indented by thumbnail 35 to 150 psiCan be peeled by pocket knife 150 to 750 psiCan be peeled with difficulty by pocket knife 750 to 3,500 psiCan be indented 5 mm with sharp end of pick 3,500 to 7,500 psiRequires one hammer blow to fracture 7,500 to 15,000 psiRequires many hammer blows to fracture 15,000 to 37,500 psiCan only be chipped with hammer blows >37,5000 psi

Project Number: 60481245

Approximate UCS Range

Project: CTO53 - Red Hill Bulk Fuel Storage Facilty Key to LogProject Location: CTO53

Sheet 2 of 2

Key

16

28/2

0J;

10

/ L

OG

S.G

PR

ED

HIL

L C

OR

Eile

: CT

O53

;

FE

Y P

ID K

LL A

ND

RE

D H

ILL

WIT

H W

E C

TO

53

Rep

ort:

Project: CT053 - Red Hill Bulk Fuel Storage Facility Log of Boring RHMW10 Project Location: CT053

Project Number: 60481245 Sheet 1 of 32

=:> 03/06/2017 1:9goc1 M. Hlglay, Q. Meehan, J. Kronen ~'1=1 J. Kronen

~~ ~A':pe Total lllplh HQ can / air rotary HQ diamond bit / 8" trfcone bit of eo .. 501.0 1111 liolo Drfll Rig DrflRng r- Mablle B-59 / T3 Valley Well Drflllng ~proxlmalo 490.97 Contractor SUrfaco Elovatlon Groundwater El. 18.2' (3/31/2017) Location 22.3702166 • -157.9624-47 lncRnatl":tfe:~ l.ovol Horfzonlal ring 90'

Bor1hol1 4-lnch diameter monitoring well. See RHMW10 well cross section for details. Hamm1r Data 140 lbs/30-lnch drop Camplotlon

ROCK SAllPl!S

... 0 .. CORE

c

_ I Es ... .. ~ .. '-.:' E

1 ~ FIELD NOTES

"' .-= 0 0 MATERIAL DESCRIPTION !i!-. -a.-. •• z: z: 1

,, ..

~

Q .! ~~ JI .§ AND TEST

I= -..!! • c- c E

" & 0 RESULTS j • • ~ L..

z:m ::::11,2. a: Cl

,... c~ 'E~

D "' AU.Uml Hand augw ta Very soft, rwddlsh-brown (10R 4/6~ CIAY (CL) 5 fl bg1

0

2

8 3

4

6 5 Biigln hollow lhiin aug1r

I 0 6

!:: 4 7

~ ~ 8

w ii! 2 9 Iii

~ i!! 10

!i D 11 l'l!LC6111C WB!ILIIE Yarfablo drll::,Y.

~ Yarfa~ weolhorwd .. 1canlc rock. wllh moolly Mode yollowlsh brown (IOYR 5/4) to pale brown and IClll'll hard

i lnflm1l1 (5YR 5/ 1~hl~ to modaiall weolh.,.d, CIAY (CL) 12 wHh ha or I rvals of slight~ weak basaff

;;I =

78 13

Project: CT053 - Red Hill Bulk Fuel Storage Facllly Log of Boring RHMW10

Project Location: CT053 Project Number. 60481245 Sheet 2 of 32

ROCK CORE SAMPL!S

c :§ ..: .;

.. u

... _ .. .;

.. I

"' " T E

!!g Q !! "' ~ i!O MATERIAL DESCRIPTION .c • .c FIEID N()l[S

u ~ 1 ;-;; .. ~~ i! ... i! 1 AND TEST 1i:;; :z :z c VI -D

.! ~ I=

c-•• c .!: I &. .! E"' ·-g 0 el •

~ 5 ! =~ RESULTS

" " "' m "' :::1..S! ..... :z ~ZCD a: 'C"'

c~

13

14· - -

f-476 15- - -

16- - -

f-474 17- - -

18- 1 - -

f-472 19- - >--- ---- >---- • M .• . :::iUm ~· ~ti! graTN ~

I :: .•:1

Mg .. M sllghfly nath1rtd vtry ~ d~IR:lft 1 100 1 60 Bog. M •: 5X large ¥t1lc 11

1 strong, .•:1 0 [19]

ar,w I •. II ng refusal

20- - >--- >--- .•:1 -.•:1 - wHh auger bff

.•.l 0 M :: .•:1 .•:1

f-470 21- ----==r •) 1 ::

• XX~l '--I, 2 •.:1

- -

2

I " 22- ---- ---::

·.~l :: :•:1 1. 90, J, T

3 .· 2. 45, J, Vn, Fe+Mn, Su, st, SR

.·~: 3. 0, J, T, Fe+Mn+CI, Su, Ir, SR •": -

1 4. 20, J, T, Ft+Mn, Su, Wa, SR -

2 ·: ·=~1 5. 0, J, T, Fe+Mn, SU, Pl, SR

r ~ 100 3 52 • :

•.:1 11 1 6. 90, J, YN-N, Fe+CI, Ff, Pl, SR

4 •• ·.~1 7. 20, J, VN-N, Fe+CI, Ff, Wa, SR 0 [25]

s -- :•:1 -8. 30, J, T, Ft+Mn, Su, Ir, Sr 5 :· f-468 23- ---- •• .•:1 9. 5, J, YN, Cl, Pa, Wa, Sr -

I ••

1 6 •• -:~: ........... :: :•:1

24- ---- 7 •• .•:1 :11i111;1

- -~ 8 :: 3 ::::: .,,x;i .·~l

ii! 9 :· .·~l Iii •)

f-466 25- - >--- >--- \....., ·: •.,,•1- -

0 -·.~l

~ M

:: :: ··~l

·.~l

.!! :•:l ---- ••

' 26-

~ Mi, red (5R 5/6~ complolely nalh1red, 0

!I """""•Ir weak

ii! f-464 27- ----

""'' :;::a ~2h

fi bnnrn (10R

3 ~&), h~hly nath1red,

~ 100 0 38 351- 40X small HI cles In llad with clay 0 [50]

ii! 60, Cl, Pa. Wa, SR 28- ---- y2 ~ _ 1. J. Vn, -Iii

\3 2. 20, J, N, F1+CI, Pa, Wa, SR

~ 3. 90, J. Vn, Fe+cl. Pa, Pl. S

~ 2 ~ 4. 30. J. Yn, F1+Mn, FT. Pl, SR

r f-- ~ 5. 45, J. T, Fe+Mn, T.SU, Pl. SR

462 29

Project: CT053 - Red Hill Bulk Fuel Storoge Facility Log of Boring RHMW10 Project Location: CT053


ROCK CORE

... {"D NOTES

_,, _ .; zO ~ ~"& ~ _§me ~. FIELD

I al!:: MATERIAL DESCRIPTION AND TEST z .t;if c u• .a o RESULTS & I ! ~Z : ~~~ 5

291-t---1f--t--+-2-+-rt:z::--.l:""",.a-~,,-.. 1111::-:w=~~alh=~=19c1•,~g=ray1:::;:;:m~l9d::o-r.l.1~~·4"4~~~.----

30-t-- - ----..----·-- ' ,... -2

-460 ~! ""' M ~

31- ~ -i-----.. 3 '

3 I--. ' '

r-...-. ' 32- ~ ~ 1. 30, J, T, re, Su, SI, R -

I ........._ 6 1- 2. 30, J, T, F'e, Su, Sf, R 4 100 2 53 1- 3. 20, J, T, F'e, Su, Sf, R 0 [100]

t--- 1- 4. 0, J, MW, Cl, Pa-A, st, R -4511 33- l, ,, 7 1- 5. 0, J, MW, Cl, Pa-A, st, R -

LX I- 6. 30, J, VN. F'e+CI, Pa, wa. SR 2 I~ • 1F1 1- 7. 0, J, YN Wa, SR 10+ L-l-- 1- 1 Fe+cl, Pa,

F'1. J, T-YN, Fe+cl, Pa, Wa, SR 1-,... Fl. J, T, F'e+Mn, Su, Wa, SR

34- -

lO+ ~ ~. ~ r rnodlrale gray (N5) to dark gray (N3), fmh to -456 - - ff t- llllghtly weathnd1 lfrong -

i--- M v8'" :;.-1-

2 t--- 1 ' 1. 15, J, VN, a, Fl, Wa, R

M I- 2. 10. J, T, Fe+Mn, Su, Ir, R 36- 2 t- 3. 60, J, N, Cl, R, Pl, SR -

1- 4. 60, J, T-VN, Fe+Mn, Pa, Wa, R 10+ r /_ ~ 5. 0, J, T, Fe+Mn, Su, Wa, SR ~ M ~1- 6. 60, J, T, Fe+Mn, Su, Pl, SR

-454 37- lv15" E '..-" ~ I- -t-- M :J 1-

5 100 10+ 65 =- M ~> 0 [30]

- 1----- D 38- -;,?>

0 :.- ' ~~~

39- 1----- ~ ,_, .... -

i 3 v~~ I/~ I,?>

40-t-- -1------ ,_,... -~ ~!:;:;' r grayish l9d (5R 5/4), lllghHy to modorallly

Woalhend, bClndocl lrilorval1 of high Ylllcularfty !i! 3 ~~ P,,'

,,..., ,_, {20-30I} to 1111 than 11 -10111

li!-450 41- 1----- !'.......

't-3 v~ 1. 30, J, VN, Cl, n, Pl, Sm -

30, J, T, r •• ~

~;;> ' 2. Su, Wa, SR 1- 3. 20, J, VN, Cl, n, Pl, Sm

4. 90, J, T, Fe, Su-Pa, Wa, SR .!!

M / 1-r-..._..., ' 5. 45, J, T,

' 42- 1----- re, Su, Pl, s

I ..........., ~ f/. t- 6. 45, J, T, Fe, Su, Wa, SR -~ T,

6 92 V 6 ~ 7. go, J, r •• Su, Ir, SR

2 !I 28 ,.,~ ' 0 [27]

~ jf448 43- 1----- '

3

ii ~ !i! 7

I ·.·.~·'"

~:~~~-w.-·~~~"-------------:-:•:1

e1s11r Mqp1yt q q

«- ·.·.~,1-t- 1. 90, J, N, Fe+cl, Pa, Ir, R -

Iii 111 111 1........_ ;111 111 1- 2. 0, J, N, F'e+CI, Pa, Wa, SR

~ 0 - .·.·;•1-.·.·~·1-

l-446 ·~-~~·1-45,~~~~~-~~-~~~----------------



ROCK CORE SAMPLES

FIELD NOTES MATERIAL DESCRIPTION AND TEST

RESULTS

45-+--+--+--+--+--+--.-..,...,.._~ __L__ ..... -----------------~ 1 ·.·.~. 2 :-:·:· •

--M "'•"'••• ...

46- ·.·.~. 2~~--e~~Jii~~<~-.161~~~----~ nathnd, txlnmtly weak

47- ,~ .... -

7 100 NA 13

!--~ 0 [30]

--

NA 11'1. j ------------------------W#,11 A!rfall Dllllllll

:.}~~ Dark l'lddl1h 49- .... bf0Wril10R 3/4). complet.ly weath•l'ld,

~i::, txlnmtly weak, with 1 • rounaid 1patllr clam In fln1 -·~~ gral!lld malrfx

NA

50-- -----~ ~~,i:l-- -

NA ~~ 51- .~"ai ~-·~ .... -

NA

52-4

~ 8 100 1 33 ~=------~--------------= •.·.~. RWIJ M~a g 0 [17] :•:•:• Dark 11ray IU;umnalhnd to 111ghtly nat111r11d,

53- 1 .·.·~· •• :.1- very llrong, <1X vt1lcl11 -:·:·~: 1. 10, J, T, F1+Mn, Su, Ir, SR

2 \ ........_ i! •:•:•. 2. 70, J, T, F1+Mn, Su, Pl, S -_ 3 •.·.~. 3. 30, J, T-VN, F'e+CI, Pa, Wa, R

54- - 4 •.•.•. 4. 20, J, T, F1+Mn, Su, Wa,511 •.•.• ..... 5. -45, J, T, F1, Su, Pl-Wa, S -

"'---'~ :-:·:· ·.·.~.

- ____ ...,__ •••••• 55-- ·.·.~.I-

.... -

····~· 0 :-:-: •w.•w.•. ····~·

.. 56- ·:·:~:~ -

·.·.~. 0 ·.·.~.

•••••• ····~· 57- ·.·.~.I- -

-- 1 "•"•"• 1. 20, J, T, F1+Mn, Su, Wa, R •.·.~· 2. 20. J, T, F1+Mn, Su, Wa, R

9 100 1 98 •,,.•,,.~.,. 0 [15]

1~

~ 58-

:-:·:· ·:·:~:~ -·.·.~. ·.·.~. •••••• ····~·

59- 2 ·.·.~.I- --- M "•"•"•

0 ····~:JI

I 60--

:-:·:· ·.·.~ ..

- --,--·._ _,.__..JM =~=~=~--Jhlalld -_ vtrftcal frac:turn

5 ., :·:·:· i 61...J..-...L.......li.-....L-....1.-...J...i;;;:L_:=.1,l11.1.1M'w~•wL•.L.L~·---------------------430 !.._~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~_,

Project: CT053 - Red Hill Bulk Fuel Storage Facility Log of Boring RHMW10

Project Location: CT053 Project Number: 60481245 Sheet 5 of 32

ROCK CORE .!! a '-.:' E ~ ..c

.!! NOTES .-= 0 ...

,,.._ ..

SAllPL!S

c

.z MATERIAL DESCRIPTION 1! j FIELD

i!g ~~ AND ..,_ _,, ~1; .... ..

0 i .. Q !! "' ~ "' JI .!.:I ][ST 1i.-;; z: z: :::s.E 0 I== •

"6 ~ RESULTS c- c " Cl "6" E Ci

:s ..c i l E ::::1.2 "~ Cl =~ " ,g ~! ... I! c I! z: " "C .. .. z:m z a: c~

61 . ~ ::::;: 1- 1. 80, J, T, F'e+Mn, Su, Pl, SR .

. ,.!__ 1- 2. 0, J, T, Ft+Mn, Su, Pl, S .

. 2 3. "5, J, YN, F'e+CI, Pa, Wa, SR .

. 1-

,...~ 2 ::::;: > . 62- ---- .... .

. ····~· > .

. ·.·.~. > . 0 83 •x•x~1 . 10 100

·.·.~. > . 0 [30] . ····~· > .

-428 63- ----

"" •••••• .... -. ·.·.~. > . Total_,

. •x•x•1 . uHd to 63 > fl

. 1 ·.·.~. btl• -3600 gal > .

. . ----

3 •••••• > ·.·.~. 64- .... -. . •x•x~1 ····~· > .

lncrHH . . In valclos up lo 5-10ll 0 . . ····~· ·.·.~.

- > . ---- ·.·.~.

"• >

-426 65 •••••• .... •x•x~1

-. > . . •••••• > . . 0 > . . r--- .

66- ---- M ::::;: > .... . J, T, f'e+Mn, Su, Pa, R

. ····~· 1- 1. 20, -•x•x~1 .

t---1 1- 2. 5, J, T, Ft+Mn, Su, Wa, Sr . . 1 •••••• ····~· 1- 3. 0, J, T, f't+Mn, Su, Wa, Sr . . 4. 0, J, T, Fe+Mn, Su, Wa, S .

-424 67- ---- ·.·.~. 1->- 5. 70, T, Fe+Mn, Sp, Pl, YR -. . Som1

2 :::::: > Wallr . rwlum,watw > . . 11 100 2 85 3 ·.·.~. > . -400 gal 0 .

= laa [21] •ICICIC~·

68- ---- ICICICIC~. > . ICICICIC~· .... -. ICICICIC~. > .

. ICICICIC~· > .

. 1

. ICICICICIC• > . ICICICIC~. > .

-422 69- ---- - 4 ICICICICIC• .... .

\ ICICICIC~.

-> .

. ICICICICIC• > .

.

i 0

1 > . :IC:IC:• .

. 70->--- 6 - ---- :I IC:IC:~: >

.... . 1 ICICICIC~· -

> ~

. > ! . 1 ,_____ M

:::::· . .

ICICICIC~: > . .

1ii ICICICIC~. > .

-420 71- ---- .... .

ICICICICIC•

i ICICICIC~. 1- 1. 0, J, T, Ft+Mn, Su, Wa, SR -.

. ICICICICIC• 1- 2. J, T, F'e+Mn, SU, Wa, SR

. 2 "' 60, . IC IC ~. - 3. 0. J, T, Ft+Mn, Su, Wa, R .

. - ~ ::::~: - 4. 60. J, YN, Cl, Fl, Pl, SR . 72- ----

-- 5. YN, Cl, Pa, Pl, -

ti . ICICICIC~· 30. J, SR - . Som1 Wallr

. ICICICIC~. . rwlum,watw 12 100 0 95 ICICICIC~. - . -500 gal :I .

'" ICICICICIC•

.. - laa 0 [75]

. Iii -418 73- ----. ~ .

. 2

. I! 74- ----. >

ICICICIC~. - . M :IC:IC:• - -:. . 4 ICICICIC~·

-- .

ICICICIC~. . M :IC:IC:•

-- .

:I IC:IC:~: - -- .

~ . ICICICICIC• -

iii --- ICICICICIC•

. ICICICIC~. - . a 0 .

. ~ ---- -

ICICICIC~.

. ICICICICIC•

- . -416 75

ICICICIC~. - -- .

-E~ drflDn~

i . ICICICIC~· - . 3 17· Bog . 0 - . 3 ~17'

;;I . :IC:IC:•

M IC:IC:~: - . = 76- ---- ::-;;; ICICICIC~· - -Iii . 1F' ICICICICIC• - .

. - .

~ . 1o+ .

n ~ 1 r414

~=~=~~ - . > .



ROCK CORE

t. c .. -·

i- FJELD NOl[S 11-.. .. ... ~ -1. ~ ~.! ~; .! MATERIAL DESCRIPTION ga AND TEST

..,_ d M a b~E RESULTS c u

~ ! ... ~

& & d! a: ~c§ ~ ~ nt-=ft-=f--=t-==-t==-r~~::;:;:;:;::::::;::::::;:======== · AW! I Pabpahgl

· 13 100 1 26 e ' Dark 19ddlsh brown (10R 3/4), hlghly .-nd, very · • 1- nak · 0 [30)

78~ ---- ,___ M ~ T :::L'"""ly weafhand, mod"""ly slrvng 1v ~ . . i- walor

3 ' l'lfum for the

: 1 '/ ~ 1. 70, J, T, Fe+Mn, Su, Pl, S : r1rnalnd1r of •

79- ----

K , 1- 2. 80, J, T, F1+Mn1 Sp, Ir, R . th• boring, f- 3. 45, J, VN-N, Uk, Pa, Ir, R _ walor Ioli -500

f-.412 • 1- 4. '51 J, YN, F1+Mn1 Pa, gal Pl, R .

. . 1 ' 7 4 '

. . . .

80-f-- - - f- -• 1- 1. 60, J, VN, Fe+cl, Fl, Pl, S-SR . · O 1- 2. 0, J, YN, Fe+CI, Pa, Ir, R .

. • 1- 3. 70, J, VN, F1+cl, Pa, Ir, R .

& • "" 1- 4. 0, J, T, Fe+Mn, Su, st, SR .

f-.410 - ~ -. 1 I- •

. 3 . ,....___.. ' ' . .

. - I " i- • ~ -

. ' .

. 14 94 NA 35 ' · BW!J Tuff 0 [25)

83.~ ~' Pale Flddlsh brown (10R 5/4). hlghly weathel9d, weak · - -. ' ~tv~- -. -Joa

-500 gal • ~I- • . NA ~1- .

84 . ---- AW! I Pabalm ·~ r /., Reddish broWiili OR 5/ 4), highly .-nd, ~

lnhln1lly fractUrtd :

85,--f--+--f--+----i-~~. : + ~ ~~ moderately nalC, 10 4

1'::2 -~llF~~h===.-------------_:· I- BW!J Tuff .

. ii

, Dark yellowlsh brown {10YR 4/2) mottled wHh brown . • NA , (5YR 4/4), h1ghly nalhol9d, woak, wHh allomallng . • ~ 1- fln1 9raln1d dlpo1lll .

86- ---- ' .

f- -~ ' .

· NA i-.._ ~ 1- 1. 10, J, T, Fe+Mn, Su, Ir, SR . : 1 --... 1 ~ ~ 2. 80, J, T, F1+Mn1 Su, Pl, SR :

87- ---- ~ ~ - -Joa

i • ~I- • -'"111 gal . . 15 80 NA 16 2 ' ' 1- . • 0 [19)

88_: ---- ~ •.•.,,• BW!J Mgplu g q _

w . yellowlsh brown 4/2), tv moderately . • -

~ :•:•:•, Dark (10YR slightly ~ IIF .·.·~· 1- nath1red, mocl1rately strong, fracturicl with clay lnflllrng.

i . 10+ .·.·~·,,.

~ ·*~ ~ .

!il•402 . ·.·.~.1- . ~ . . 10+ NR

·.·.•.1-•x•x~il-

.

.

i!! . :•:•:•I- . 90-f-- - ----+---f~~~-1 .·.·~· f- -

• IIF .·.·~:1-j . 8 10 ••••• I-.

. + .·.·~·1- . •

~ if400 91_: . ---- ~~IIF ::::::~ ~

. ·.·.~.1- . 92-.

. 10+ ·.·.•.1-•x•x~il-

- . ii .

i ---- ····~·I- highly weathered, weak _ . lil

~ 0 [21) : 16 100 NA 16 93;...L-1.-1._L_..J__L_..Llm.,,.

fi~~:=~.:n-(~;•.·.~. f- pem111vtly fractured,

f&J.:-~~~~~-~ r·398

4

Project: CT053 - Red Hill Bulk fuel Storage facility Log of Boring RHMW10 Project Location: CT053


ROCK CORE SAMPLES u

c .. j '5

= _ ... T

-· ... • .c

0 E ~ FIELD NOTES

~-d ~"D .c d "D ~";;?

~- z: z: c; MATERIAL DESCRIPTION .i!& .a.E I! "' 11 ~ u ~ • 0

c u~ 0 u • E c-i "' .., E-

0 !. ~ 1

" " J: g E! E! " s i z "' m "' ... cz: ~Zi!ii ~ =-t "C"'

AND TEST RESULTS

93 o~

brown {1DR ~/4), moderately to highly woatherwd, Walwloa

- weak, parllallf welded In lntinals ... eoo gal NA '

94- ---- ... - -NA

396 95- - ~ ----~ - -NA '

96- ~ ---- - -NA

394 97- ---- - -Walwloa ' ... eoo gal

17 100 NA 0 0 [16]

98- ---- - -NA

392 99- ---- - -'

NA

100- - ~ ----~ -.- moderately _,... - Water lmll In _.. - dro!£'d NA from 3&; to 49.06 fl btp In 11 mlnutti 390 101- ---- ' - -

' dusky rod (5R 3/4)

0 NA

I 102- ---- - -9

f ~ 18 50 NA 0 0 [23)

s 388 103- ---- ' - -

I Walwloa ... eoo gal, drill

NA chatter and core Jamming

104- ---- - -I ii! NA

Iii '

386 105- - ~ ----~

-· J_~ -.- welded, ="to moderately woatherwd, strong -

to Core chatter modi lfrong ~ and jamml;JI,

NA 1. 90. J, T, F1+Mn1 Su, Wa, SR = -·

l!Um ng i!!

~own 2. 30, J, T, Fe+Mn, Su, Wa, R annulus of

106- ---- - - boolholo

Ii! NA '

!I ii! '

384 107- ---- - -

~ 19 100 NA 88 J highly woatherwd with mottled oronge (1DR 6/6) 0 [25]

ii! clay 108- ---- /2 - -

Iii Walwloa ... 500 gal

~ ~ NA '

1 382 109

Project: CT053 - Red Hill Bulk Fuel Storage Facility Log of Boring RHt.1W10 Project Location: CT053


ROCK

i 1[ST

z RESULTS zm: i CORE

flElD NOTES AND

-- -- 1~ ~

; Di:

if MATERIAL

l.&..Cli :z I

1~1-t--+-+--1~t--t----,,,.C>l"i~~~~~~~~~~~~~

i DESCRIPTION

.....

NA

110-t-- - ----- II-~

-

~------.---------------····~· 81

1- 5!1 I MPQID. a P :•:•:" Dartc gray lN31 fmh lo 1Rghtly wlOlhlnd, YllJ sining, ,i111.•;•1- wffh <1X ¥t1Tcl11

-380 111- .·.·;·.... 11 -x•xx~: 1- 1. Healed tight seam

t •:·:~.1- 2. 70, J, T, F'e+Mn, Su, Pl, SR-S 2

V 2 •.·.~,1- 3. 70, J, YN, F'e+CI, Pa, SR

10 3 ••••• ,, 4. 30, J, T, ro+Mn, SU, Pl, SR 112- :x:•:•t-5. .·.·;·1- 10, J, T, F'e+Mn, Su, st, R-YR -

20 100 1 100 .·.·;•1-r--....._ 1l1'1l''1l I- 0 [25] I --. 4 ,,,1'·.•;• 1-

-378 113- -::::::~ Water loa ... 600 gal

~'·:·:•1-··~·'"r V91lcular/scor!OC10111, 7X mlcla, slrong, 11lghlly nalh1rwd, wllh 1COrlac10U1, highly

:x:•:•l-·.·-~:1- ..athorwd, welded clinker Inclusions 114- -

.,,,•11.•;•1-0 .·.·~·1-

::::::~ -376 115,-+--t__,r--t---- - ::::::~ -

0 ·.·.~.1-·.·-~.1-•x•x~1l-

116- :-:·:·1-' •x•x~•I- non-scorfaceous, <11 valclts -.•.•~•1- 1. 20, J, T, F'e+Mn, Su, Wa, R 0 .·.·~: 1- 2. 70, J, YN, F'e+CI, Pa, Pl, SR

r-._ •:·:~,1- 3. 45, J, YN, F'e+CI, Pa, st, R -374 117- I -.......... 1 11.•.~, 1- 4. 90, J, YN, F'e+CI, Sp, Wa, R -ICICICICIC• 1- 5. 2, J, T, Ft+Mn, Su, Wa, R WalerlOll

... 500 gal

i 21 11 100 68 :IC:IC:•'" 6. 10, J, T, F'e+Mn, Su, Wa, R [19] ICICICIC~•'" 7. 70, J, N, Ft+cl, 0 Sp, Wa, R

" IC IC)l-118- ---- :IC:IC:• ~ -

i • K21C1CICIC;·1-. 2 ICICIC1C;•1-

: 3 ::::::~ S-372 119- ---- i--i:;::=- IF IC:IC:~:~, 51 mlclts -

• - 41C IC IC I-• _:;::::,ICICICIC~:1-. 4 ~IF IC:IC:~,1-

T 1201-+--+-+--+----+--+-+-''-l .

. i--

J 6 ICICICIC~.1-7 ICICICIC~· ~

I ICICICIC~• 1- 1. 70, J, YN, F'e+CI, Pa, Wa, R -1 • ICICIC1C~•1- 2. 0-45, J, T, Ft+Mn, Su, st, R

. 1 :IC:1C:•1- 3. 70, J T, Ft+Mn, Su, Wa, R • st,

121- ---- r------. ICICIC1C;•1- .4. "5, J, T, Fe+Mn, Su, YR

2 ICICICIC~:~ 5. 45, J, T, F'e+Mn, Su, St, SR •

-

...... ICICICIC~.1- 6. "5. J, T, F'e+Mn, Su, st, YR

· !'... IC:IC:~.1- 7. 90, J, YN, Fe+CI, Pa, Wa, R . 2 I~ ICIC~.1-. ~~ ,,

122l- ---- ~ I IC:IC:IC. ~ ~I IC IC IC" -

. ~':Ii ICICICICIC•I-~ i

: 22 12 85 10+ 32 " 6 ::::::~ 0 [20] • ~ IC:IC:~:l-

~ -368 123- ---- ICICICIC~.~, mad..te rod (5R4/6), highly lo complotely -: weath1r9d1 weak to ::::;:~ 1xtnrn11Y weak, ptm1nlvtly

~ fraclurwd . NA ICICICIC~.1-

!i! • ICICICIC~.1-

124- ---- ICICICIC~· ~ -Iii • :IC:IC:•I-

. NA

: ICICIC1C;•1-

l ~ ::::::~ -366 125 IC IC



ROCK CORE SAMPL!S = u

c " ~ E ~ .c

-· :l! FIEID N()l[S

i!g >-0 • ..,_ "

.c 0 AND TEST 1i-;; -= .. .... :z :z .. 1 il ... d I!! ::11.E "' .! " MATERIAL DESCRIPTION

i;1i ill i ~==-~ "' .! .1 I= •

c Cl i;" E RESULlS c-

" di ~! ..... I! I! :z " 5 1:~12 =! i "' "' .. z"' .. a: "C"'

125 co~

...... 1 r Ion 1111, morv oand size parllcl11 (likely

...... 1 mechanlcaQ NA ·.•.•1

126- ---- ::::;:,... . llXllX~I ••

NA ...... 1

...... 1

----...... 1

•364 127- ...... 1,... . ...... 1

...... 1

23 50 NA 12 ·.•.•1 -·loll ~500 gal 0 [11)

...... ·.•.•1 1

128- ---- ...... 1'"" . ...... 1

NA ...... 1

...... 1

...... 1

i-362 129- ---- :•:•:1 ...... 1,... .

NA ~------.---------------IASAI I ltldllll a a CIJnkl[ -l~rvddllh brown ~OR 4{.6) to dark rvddl1h

130-~ - ---- - ' ~brown ~ 3/,4), 1Rghtly mo 1rallly nath1rvd, . slrong mo orilflly strong, wHh 1 OX ¥tSlclos

NA

•360 131- ----I'--.. I ~------.---------------...... 1 Ma~t~ g g

...... ·.•.•1 1 IASAl l Dark gray V, lllghtly nathnd, strong, wHh 5ll

1 vulcl11 ·.•.•1 132- ----...... 1

,... 1. '5, J, T, F1+Mn Su, Wa, R .

:•:•:1 ...... 1

...... 1 2. 5, J, T, Fe+CI, 1

~ Wa, R 3. 45, J, T, Ft+Mn, Su Wa, R

24 13 100 1 100 r--- 0 [27) 2 ·:·:~:

•358 133- ---- ...... ·.·.~I 1 ~, 10ll valcl11 .

·.•.•1 I

·.·.~I 1 :•:•:1 134- ---- r----.. 3 ·:·:~: ~ .

~ ····~I 0 ...... 1

r ...... ····~I 1 f•356 135-~ - ---- - -__.... 1 :•:•:1 ·.·.~I ~ .

• 2 2 ·:·:~: -I olhlno cryolol In valcle

·.·.~I ---- ...... 1 1. "5, J, N, Fe+a, n, Wa, SR

136- ····~I ...... 1

'"" 2. "5, J, VN, Fe+cL. Pa, Wa, R .

~ ····~I 3. "5, J, T, Fe+cl, ~. Wa, R

,. 0 4. 10, J, VN, Fe+cl, ~. Wa, R :I :•:•:1 .·.•.1 5. 70, J, VN, Ft+cl, Pa, Wa, R

fll•354 6. 70, J, VN, Fe+cl, Pa, Wa, R 137- ---- .

~~ .·.·~I '""7. 80, J, VN, Fe+cl, Pa, Wa, R

~ .·.·~I 8. "5, J, VN, Fe+cl, Pa, Wa, R -·loll ~100 gol

25 100 3 65 .·.·~I .·.·~I 0 [30)

11 .·.·~I 138- ---- .

' ·:·:~: ····~I

0 2 ...... 1

~

lll

·.•.•1 . if352

\. ...... ····~I 1 139- ---- !'--..: ·.·.~I ~

ii ·.•.•1 ·.·.~I

,. 1

:I ·.·.~I 140 ---- - ...... ····~I 1 .

Ill ""I ...... 1 ~ 1 • 60, J, VN, Fe+cl, Pa, Wa, R

····~I 2. 5, J, YN, Fe+a. Pa, Wa, R

~ 1

:•:•:1 3. "5, J, VN, Fe+cl, Pa, Wa, R ·.·.~I

r·35D A,, 141



ROCK CORE SAMPLES

{ -· ... FIELD

.. _ NOTES

t.- MATERIAL DESCRIPTION AND ••

'([ST

RESULTS c.l!

142- - Walsr IOll ... 250 gal

26 82 1o+ 36 0 [33]

-348 143- - Drtllotrlni_ void drapo -0;5 ft 1o+ dartc Flddlsh brown (IOR 3/4l. mad..tely

woalhlrld maclandelr strong la nak, highly 144- fraclurld 7 rubble -

1o+

-346 145-t-- - ----- -1o+

146- -slightly ..-erld, moderately sining lo sining, lo+ grada from dartc roddl1h brawn {lllR 3/4) Iii mocllum dartc gray (N4) -344 147- modlum dartc gray (N4), I OX veslcla - Walsr IOll

... 550 gal BO 0 [14]

148- -lo+

-342 149- -

... i

lo+

moderately lo hlghlY woalhlrld, nak lo - EllJ! Pl drtlDng mad..tllf sining, lnlen1oly fraclurod (paalbly

i no machanlcally) NA

151--3~/17, oncou"!'J:1j

S-340 - =~·1·

i nocordldat 149.75 fl bg1 NA ••

152- -~

Pw d~llor: IOI! drlllng__

ii! 28 48 NA 8 fl 0 [30] 150~153.B bg1

li!-338 153- - Walsr IOll

~ ... 300 gal NA

i!! 154- ' , ~---T------------------m\ W~~ 4/6) lo modlum dartc gray (N4), - Pw d~llor:

Ii , 1llghlly to maclandel,...;atMnd, sining to moCleial91r bollw drtlDng at 3 .____ l 153.B fl bgi

i sining, wtth I OX veslcla

- ____ _,__ _ _,.---i=~ ~ -336 155-t-- 1. 15. J, YN, Fe+Mn, SU, st, VR -

v: ~~ 1- 2. 1 S. J, N, F1+Mn R

i 1- 3. 35. J, N, Fe+Mn, 1 Su, IR,

Su, st, YR 4

' ii! 156- II IC ~.~--.y---;--------------Iii :::::. ~ ~ gP.. ''iW 1Rghlly nalh1Fld, sining to vory

~ 2 :5 .,,•.•;• 1- strong, mlcln, many stretched

157'~~~~~~~~~~~~~~~~~~~~~~~~~~ ·:·:~:1-

l-334



ROCK .. CORE

.. SAMPLES

u

c 'Ii

1 "" .c

-· ... = 0

_ • E E"ii? FIELD N01[5

~-.; .c

~-.; IE-g ~"D I! "' ~ ci .f

~ MATERIAL DESCRIPTION ~ u "D ii& 0 TEST

s "' • AND z z ~.E 11 ... ;- I=

RESULTS ~-= c o II u E! ~ ~ " • ~~ i !:~.s!!' ~ "C"' F- zm =i

"' m "' "' a~

.

t: ...... z

157 I ........ ·.•.•1 1 ' 1 . 20, J, YN, Fe, Su, st, YR . Water loll

. 7 ' 2 . 20, J, VN, F1, Su, St, YR . ... 250 gal

. 29 100 2 48 8 :·:·;: ' 3. 75, J, YN, Fe+Mn+cl, Pl, SR

. 0, J, YN, Fe, Su, Wa, f• . 0 [7S]

---- 10 ••• ...... J . ' 4.

158- 5. . :•:•:1

f-...... 1 75, J, VN, Fe+Mn, Sf.• Wa, R 1-

-6. 15, J, YN, Fe+Mn+c, $p, Wa, R .

. r-- 1- 7. 60, J, VN, F1+Mn+cl, $iJ, Wa, R .

. 2 l1 ·:·:~: 1- 8. 80, J, VN, Fe+Mn+cl, $iJ, Wa, R .

. ...... J 1- 9. '5, J, YN, F1+Mn+cl, sp, Wa, . •332 159- ---- ·.•.•1 SR

f- 10. 45. J, VN, F'e+Mn, Su, Wa, SR . .

...... 1 -

1- 11. 20, J, N, Fe+Mn, Su, St, R . .

...... J

0 ...... J ' . . ...... J

.

160 ---- - ...... J

. ...... ,.., ' .

1 ' 15X veslcla, Ion slnlchod -

. ...... 1 ' . .

. 2 1 ::::~: '

. ::::::: M "•"• .. • ' .

•330 161- ---- 2 •••••• ' .

. f-1. 45, J, YN, Fe+Mn, Su, Wa, SR

. :·:·:· -' .

~ ' 2. 20, J, VN, F1+Mn1 Su, Wa, SR .

. 2 3 :::::: ' 3. 0, J, YN, F1+Mn, Su, Wa, SR .

. 6 ·:·:~: 90, J, VN, F1+Mn Su, St, R ' 1 .

162- ---- :•:•:1 4.

f- 5. 0, J, YN, F1+Mn, Su, st, R -. r-- ' 6. 10, J, VN, F1+Mn+cl, SU, Wa, SR . Walorloa . ~ ·:·:~: ' 7. 10, J, VN, F1+Mn1 Su, Wa, SR . ... 250 gal . 30 15 100 1 93 45, J, VN, Fe+Mn, Su, Wa, SR . 0 [:IS] .

•328 163- ----. ·.•.•1 ·.·.~I ' 8. ·.·.~I ' .

f- -·.·.~I . ····~I '

. . 1 ' .

. . 7 :::::.: ' .

I--164- ---- ' -. ····~I f- .

. 8 ·.·.~I .

. v ' 1 ·.·.~I .

. ·.·.~I ' ---- - ·.•.•1 ·.·.~I -.

,.., ' ' . •326 165 Somo stretched veslclos

1 ...... 1 .

2 ····~I ' .

1- 1. 50, J, VN, Fe+Mn+cl, $p, Wa, SR .

I 0 . 3 ~ ...... 1

J, 4 ...... ····~I 1 1- 2. 50, VN, F1+Mn+cl, ,, Wa, SR .

. ---- 1- 3. 90, J, VN, Fe+Mn, Su, a, SR .

166-. ·.·.~I '"' 4. 0. J, YN, Fo+Mn+CI, S~, Pl, SR -. 1- 5. 5, J, YN, ~· I, SR

~ . F1+Mn, . . 0

-1- 6. 15. J, VN, Fe+Mn, u, Wa, R

f I-- M :::::: .

~=~=~: 1-

. 7. 60, J, VN, F1+Mn . ----

1 Su, Wa, R ~ 8. 0, J, YN, Fe+Mn, Su, Pl, SR S1-324 167- 1- 9. 10, J, VN, F1+Mn, Su, st, SR -

I . . . v 5 1- 10. 60, J, Walorloa

YN, Fe+Mn+cl, Su, st, SR . ... 450 gal . 31 100 2 63 6 ·:·:~: . 0 [27] . :::::1 ' .

168- ---- I-- M •.•.~: ' I . f- -.

. ·.·.~I

. 2 I-- ' ' . ii!

7 ·.·.~I . ·.•.•1

8 ·.·.~I ' .

lil•322 169- ---- ' . . f-

9 ::::;: -

' . ~ . .

. 2

--v 10 ····~I 1 '

i!! . :•:•:1 ......

' .

.·.·~I ~ . . ' .

170-f-- 16 - - • ·.•.1

. . f- -.

·.·~I ' . . 1 ·.·~I ' .

. !I . f.---1 ·.·~I '

.·.·~I it320 ' .

171- ---- -. Su,

1 =~=~=~ f-' 1. 5, J, YN, F1+Mn, Su. Pl, SR .

. ' 2. 75, J, Yn, F1+Mn IR R . ~ . 1.----" 2 ' 3. 45, J, VN, Fe, Mn,

1

Su, Pl, 1

SR . ii! . ····~I 85, J, VN, F1+Mn Su, Wa, SR .

172- ---- ' 4. ·.·.~I 1

f- 5. 85, J, YN, Fo+Mn+cl, ii:• Wa, SR -Iii . ·.·.~I ' 6. 5, J, YN, F1+Mn, Su, a, SR . Walorloa

. ·.·.~I ... ' T, Na, 400 32 96 3 ·.·.~I 7. 90, J, H, IR, R . gal

~ . 80 :•:•:1 ' 8. 0, J, M, Fe+Mn+cl, 51• Wa, YR . 0 [27] . Ir>- 90,

3 .·.·~I ' 9. J, T, H, Na, Pl, . r·318 173



i,. ROCK CORE SAllPl.ES

-· FIELD NOTES

MATERIAL DESCRIPTION AND ..,_

][ST RESULTS

2 "" d~llr. IOflerd~ll"ll

174 174.5'-175 bgo

2

316 175,-+----f---jf---+

1o+

176

314 177 WafwlOll ... 350 gal

33 96 2 0 [50]

178

312 179

lnlen1aly fraclu,.d 1o+

180

1o+

310 181

1o+

182 WafwlOll ~1800 gal

34 42 1o+ 6 OncludtCI water 0 [18] fo ,.....advance caotna lo 184 ff

183 bgo) -

1o+ no.......,

184 17 Inner baml lluck, 11!!11

1o+

185 r hole lo moderate~ lo high~ nalherod, nak lo 1--1---<m'.! ~' moderately strong, lrac11 of clay on fraclu,. and I~~~ ... >

NA cllnktr fragment aurfact11 lnflnuly fracturwd

1. 30, J, N, F'e+CI, Sp, Ir, YR 186 2. 45, J, N, F'e+Mn, Su Ir, YR

NA

187 WafwlOll ... 400 gal

35 50 NA 0 [27]

188 no.......,

NA

Project: CT053 - Red Hiii Bulk Fuel Storage Facility Log of Boring RHMW10


... i,. ROCK CORE SAMPL!S

_,, _ FIELD NOTES

MATERIAL DESCRIPTION AND TEST RESULTS

NA

191- - -~

192- _:_ 2 11 - Water loa ..: :),: u

~ v.•, ·-~'.· -

Gray ......

l~!b. ___

sllg!"!f ,_ •'•

wealhlrod, atrong lo .. II llfn>ng, -800 gal 36 88 1o+ 22 -..11:::2': :•:•:• wHh ... 1:;,. veslcla with trace clay on VIiieia wall1 0 [23]

•.·.X~I 193- ~ •:·:~: -- large vesicle with clar coating and dark reddish -

•.·.~1 brown (10R 3/4) altlratlon on walls :s • • 1D+ ~·

,.............. 6 ·=·=~I 1. 60. J, N, Fe+SI, s~. Pl, R ~ •.•.~1 2. 75, J, VN, F'e+Mn+SI, Sp, Pl, SR

194- l"<"~IFl····~I - 3. 10, J, N, Fe+Mn+a. ~ Ir, YR ->t£. •,.•.~1 4. 0, J, VN, Fe+Mn, Su, Pl, SR ~ :•:•:• 5. 45, J, VN, Fe+Mn, Su Wa, R

1D+ 1 .•.•; 6. 60, J, VN, Fe+Mn, Su, Pl, S NR XXXK~I

195-- t-- t -t=i .... ~ ---- ~~:.! .,.... -~~~ .. -nr..;:~~-3/~);::;~~~---NA l'"":'>"~~IFili!i::le:'

?Y- -(10R 3/ , highly moileraloly weatherod, weak lo moderale y llrOng 196- -

NA ~ ~ -------~---------------197- 3

...... ~n ll•nJw! a a • "•"•'.• 118dfum Clartc S!"Y (N~l lo dartc roddlsh bnnrn (1DR

>< .•.x;1 :•:•: - 3/4), mode~ weatfiertd to sllghtly weathered, - Water loa

I 0 35 l .v'.:

1

r sfroiig, Intensely fractured ..goo gal 37 86 1D+ tnedlum dartc gray (N4/, 1llghlly weathorod, 0 [25]

•:•::1 strong to very strOng, 51 YtsiClts 198- ---- 2 3 ·.·.~. •.•x:1 - 1. 20, J, VN, Fe+Mn, Su, Ir, YR -

:•:•:1 ·.·.~I 2. 90, J, VN, Fe+Mn+cl, SD, Wa, SR 3. 15, J, Vn F1+Mn, Pa, Wa, R

1 .•.•: 4. 60, J, VN, Fe+Mn, Su, Pl, SR 199- 18 ·:·:~:

11- -

i 4

___L

:•:•:1 111l x:1

1D+ NR •:•::: J

no rtCOYtry 200-- t-- ----11~~jw!::::~: -r very dense, 5-1DX veslcles -

w - ·.·.:1 ·.•.:1 Water 11¥11 In core

!! .___,, •• ,:•:•:1 rad• d11111aed '""" 197:3 198.08 fl lo lrgo In

.·.·~: - 38 mlnulel li!f-290 201-

~ •:•::

-1 1. 15. J, VN, Fe+Mn, Su, Pl, SR

11• 11 11: 1 2. 0, J, YN, F1+Mn Su, st, YR 3 ~ 2 •.•.:1 3. 85, J, VN, Fe+Mn+cl,

1

Su, Pl, SR 5, Fe+Mn, Su, Pl, SR ~ :•:•:• 4. J, YN,

202- 11•.•:1 - 5. 5, J, VN, F1+Mn1 Su, Wa, SR -

' .·.·~: 6. 0, J, YN, Fe+Mn+a. Sp. Wa, SR Water loa

... 750 gal 100 1 7B •:•::1 7. 80, J, VN, Fe+Mn, Su, Wa, SR 38 i 0 [30]

~f-288 203- == ::::~:-·.•.:1 -6 ·.•.:1

~ 2 •.•.:1 / !! 204- :·:·:· -Iii ·:·::: ·.•.:1 -

~ _ .•.•;• :•:•:1 r dartc roddlsh brown (1DR 3/4) lo medium dartc

r"286 ....1..._J_....L_J___._....1..._ ~...1!7~·-~-·-L•:.:i _ __,g~ra2r~(~N4~)~,~~=35ll:::_~..,='=•l=a.:c..::•~ma=l=l•~r~Vlll==d="=-----205



... i,. ROCK CORE

_,, _ FIELD NOTES

MATERIAL DESCRIPTION AND TEST RESULTS

AAS!! I g'g Cl!nbr NA Dark reddish brown (10R 3/4) tu medium dark gray (N4), maderalely tu highly weaftlerod, weak

206

NA

284 207 Water loa ... 400 gal

39 44 NA 0 [27]

208

NA no recovery

282 209

NA

210 19

NA

280 211 .... r.1r'-i"f.:~·~-0.~~hff~~~~~~

mlcln

1. 60, J, VN, Fe+Mn, Su, Pl, S 212 2. 0, J, VN, Fe+Mn, Su, Pl, SR

3. 0, J, T, F1+Mn1 Su, Pl, R Water loa 4. 0, J, T, Fe+Mn, Su, Pl, R ... 550 gal

94 0 5. 0, J, YN, Fe+Mn+CI, $1>. Pl, SR 0 [23] 6. 0, J, YN, Fe+Mn+CI, ~ Pl, SR

278 213 7. 0, J, VN, Fe+Mn+CI, Si>. Pl, R r contains largo wgs

3

214

3

... no rocovory ~ 276 215>-+--t____,>---+ Ynlcl11 larg• ancl mon elongate

I 216 ~

1. 0, J, T, Fe+Mn, Su, Wa, SR 2. 0, J, T, F1+Mn Su, Wa, SR

!! 1D+ 3. 0, J, T, Fe+Mn, 1

Su, Wa, SR ... 90, J, VN, Fe+Mn+cl, Sp, Wa, SR

Iii 274 217 5. 30, J, N, Fe+Mn+CI, ~ Ir, R 6. 90, J, N, Fo+Mn+a, }. Ir, R Water loa

~ 7. 15, J, VN, Fe+Mn+cl, Wa, SR ... 450 gal 41 100 4 8. 60, J, T, Fe+Mn, Su, , SR 0 [21]

~ 218

2 NA i ~ 272 219 ~·~c1~--------------

hn (10R 3/4) tu medium dark gray

~ (N4), maderalely tu highly weak NA weaftlerod,

!! 220 Iii

~ NA



ROCK CORE SAMPLES


RESULTS

222- ---- -Watwlan ... 350 gal

42 2D 52 NA 0 no rwc:OY1ry 0 (25]

223- -

f-- ~ ~-;:..---------------------····~· pw1r Mqplu 9 9 224- ---- •:•:•:• Medium dark gray (tu) to dark reddish brown (10R -

IIF .•.•;• 3/4), ollahtly -erwd, moderately strong 10+ ,r .I .•.•;• hi Y1rJ ilnNig, lnleR10ly lraclurwd, fraclura 1Ur!acoo

1 ')<!_ :::::: with Fe/Mn slalnlng, ... 201 Ylliclts >-266 225-- - ----

_,,,,......,

1

,,,,. .·.·~:"'"r medium dark gq (N4l. sllghfly nath1rtd, -

[I1- ., •:·:~, strong to ~ shng, ~lghlj to lnten1aly fractured

10+ IIF •.·.~. (some mechanlcall · ,,,,,, •.·.~· 1. 45'

2. 5. 1 J, YN, Fe+Mn, ~. Pl, SR

•.·.~.

.. J, YN, Fe+Mn, SU, Wa, R

226- ---- V"' :•:•:•"'" 3. 10, J, YN, Fe+Mn, Su, Wa, SR 1 -

.•.•;• 4. 80, J, T, Fe+Mn, Su, Pl, SR 10+ )

I:"\-- ·.·.~. -<.~.e·mn,:•:•:• >-264 227- ----

~ ~ 1- .·.·~·,_ -

=~=~;~ Watwlan ..,350 gal

43 100 10+ 18 0 (23]

228- ---- D" :·:·:· .... ::::~:

lnt.n•~ fraclurwd -10+

1-

.·.·~· >-262 229- ---- .·.·~· .·.·~·,_ -

2 .•.,/'·~·

3 .·.·~· -- 3 ::::::

230 ----t--!:c--'1' 4 .·.·~· ·=·=~:

,__ -10+ ····~· ·.·.~.

11~..-...,"'1·"-''"."•~• C2

·.·.· ..... lnt.n•~ fraclurwd 231- ---- -

:::::· ·.·.~. 10+

:;ii llW,I I Pabplhpt 232- ---- ~\ ~ ~ Medium dark gray (N4t 1llghl~ woathezac!, moderate~ -

~· strong to slrorig, ~:iox· VIiieia wHh 2 moderate Watwlan rwddl1h brown. {10R 4/6) weak, bum margln/alleraffon ... 200 gal

44 100 1 4D zone ot 231.6' bgs 0 (25]

233- ---- ~ 31~,_ 1 . .451 81 N1 F1+Mn1 Su, Wa, R 2. 60, J, YN, Fe+Mn, Su, Wa, SR -3. 5. J, YN, Fe+Mn, Su, Pl, SR

0

234- ---- r--t•'llli::l.~2k-r

235-- 21 - :~:+--!~?2:;:fillf v M ,_11 ..,,z..,.

IIF

i ~ brownllh black (N4~ lnlen~ fraclurwd -

M 601 J, YN, F1+Mn+CI, ~ Wa, R

2. 70, YN, Fe+Mn+a, sp. Wa, R 2

§ 1. -J,

3. 60, J, VN, F1+Mn+CI, $i>. Wa, R

l/. ~ .4 • .451 J, YN1 F1+Mn+CI, $i>. Wa, R

236- ---- ~ 5. 80, J, YN, Fo+Mn+a, sp. Wa, R -6 . .451 J, YN F1+Mn+CI, sp. Wa, R 7. 0, J, N, F1+Mn

1

2 N, Fe+Mn, 1 Su, Wa, SR

8. 90, J, Su Wa, SR ~ ..,

1~ 9 . .45, J, N, Fe+Mn, Su, Wa, SR

237·-L---L--L~'---'---L-"-.<J..U"'"-'-~~~~~~~~~~~~~-



ROCK CORE SAMPLIS

-FIELD NOTES

MATERIAL DESCRIPTION ANO TEST RESULTS

... 125 gal 45 100 10+ 0 [60]

238

2 r dartc ,.ddllh brown (10R 3/4), unalllr vulcl11

252 239

3

2Ml-+--I--+--+

10+ r lllldlum dartc gray (N4), larger ... 1c111

250 241 1. 90, J, N, Fe+CI, n, Wa, SR 2. 45, J, N, Fe+CI, n, Wa, SR 3. 0, J, VN, Cl, So, Wa, R 4. 30, J, VN, Cl, PG, Wa, R

242 5. 20, J, T, Fe+Mn+cl, Pa, st, SR-R 6. 20, J, T, Ft+Mn+cl, Pa, st, R 7. 45, J, VN, Fe+Mn+cl, Pa, Wa, YR gal

48 100 0 [60]

r smaller

-... 150 22

248 243 veslcla

3

mottled lllldlum dartc gl!IY (N4) and dartc 244 roddl1h brown (1DR 3/4)

10+

246 245-+--I--+--+ 1.-1, lructurod wtth fo+Mn+CI on lructu

I 10+

246 1. 2, J, YN, Fe+Mn+CI, Pa, Wa, R 2. 10, J, MW, Fe+Mn+cl, Pa, Wa YR

0 3. 0, J, N-MW, Ft+Mn+cl, Pa, Wa, R 4. 20, J, YN, Fe+Mn+cl, Pa, Wa, R 5. 10, J, N, Fe+Mn+CI, Pa, Wa, R-YR 247

I 6. 70, J, VN, Fe+Mn+cl, Pa, Wa, R 7. 90, J, VN, F1+Mn+cl, Pa, Wa, R ... 150 gal

47 100 2 0 [60] ::J highly -nd, weak lo very weak

I 248

-ii! 2

Ii! 242 249

~ 2

i!! 250 1. 20, J, N, UK. SU, St, R E 2. 90, J, MW, f1+Mn+cl! So, Wa~ R

(Uk = grayish ollve 1DY 4/21 lkln wHh !I

white

ii! cloy ..in

240 251 r smaller mlcla 3. 60, J, VN, Fe+Mn+Uk, Su, Pl, SR-R

~ 10+ =

J (Uk Rghl ollvl gruy (SY 5/2) 1kln with whill

ii! clay vtlns 252

Ii! larger YOllClll gal

~ 48 100 10+ 4. 60, J, VN, Fe+Mn+cl, Sp, Wa, R 0 -... 150 [100]

Project: CT053 - Red Hill Bulk Fuel Storage Facilty Log of Boring RHMW10


ROCK

c 0

..! 0 0 .. CORE SAMPL!S

~ E FIELD NOTES

"' ..,_ j1 f il Es .. 'i:'

1-1 ~ ...

... .! ~

Q ... • ~~

:z MATERIAL DESCRIPTION ~ AND TEST :z ::1.5 ... ell

c- c Cl "6 • E ~ ~

.! .. ~ 1 I=

i • E:. ._ Cl .. "C"'

=-6 - RESULTS

" & ~! e e " :s "' "' ... Cl :z !=~d; & a: ~

253

10+ ai. 254- ---- t:~. -} lntm.ly fnicturwd wHh Fo+a -

10+

236 255 ---- ~ - -r 40ll -lcloo, Ylllcloo bocorno largor (2-3mm)

3 ~~ ~ _ 1. 70-90, J, YN, F1+Mn+CI, n, Wa, R 256- ---- -- -· .....

2. 70, J, YN, Cl, Sp. Wa, R -~ r 3. 0, J, YN, F1+Mn+CI, Pa, Wa, R

1 4. 0, J, YN, Fe+Mn+CI, Pa, Wa, R /\' M 5. 45, J, T, a, Sp, Wa, R

234 257- ---- § - -............. J Wallr loll vulcl11 <1 mm, with 1 Inch band of gray, ~150 gal

411 100 2 33 very lfnlng, 10X VIiiein 0 [50]

258- ----1

-· - -

---.. 7 r 1mall1r valcl11 232 259- ---- -.., / M - 6. 5, J, YN, CL. Sp, Wa, YR -

.1\ 1. 10, J, T, a, st wa, R 10+ 8. 90, J, YN, Fe+ n+cl, Pa, Wa, R

260- - 2ol f-- ----'"" r -, largor -10111 (1-2mm) -

!ti~ 10+ -~

~ 3 10 17; drtlR::ll Bogn r 71 717

230 261- ----~~

g- -

i 10+

~ hlghL lo lnlonHly fracturwd, moslly mochanlcal brea , some sui'faces contain traces of

262- ---- -~

>< so 78 10+ 43 "

Fa+Mn+CI hr Mier: sornolhlng

~ '"' 0 [13] ~bb:.. II bllt '.'.)

[ 228 - bqr· ng bit

263- ---- - - nplace

I •• > no recovery

10+

-1 264- ---- -- -ti 1. 5, J, YN, F11 Su, Wa, SR Wallr loll

,. ..,.300 gal

:I 1

Iii 226 265 ----/

l - 1. 80, J, T, F'e+Mn, Su, Pl, SR -

~ ~ ,. 2. 45, J, VN, Fe+Mn+cl, Sp, Pl, SR

1

i!! ~ Yftlclu 2-3mm In diameter 266- ----

=· ~ ~

'] - -

' 3. 60, J, VN, Fe+Mn+cl, ~. Pl, SR 4. 60, J, T, F'e+Mn, Su, Wa, R

a 10+ 'Ii

~ -;;;:; ii! ill 267- ----~u :::; Wallr loll

ii ~250 gal

51 76 10+ 38 '.'.) omallor Vlllcles, lnlo1111ly fnicturwd, modandely

,. . 0 [60]

:I >- 'f. woalharod, ~sax -lcloo, Yllldoo conloln ---- :::; _ lraca clay lnflll _ 268-

Iii ::::.:::::::. 3 ~ r dark rwddllh bnnrn (10R 3/4). 1llgh~ wealhorwd,

~ 2 more denH, ... 251 mlcla, mlcla -&mm

r '==--'• :::. --.. 222 269



ROCK CORE

c

... "' 0

~ 0 0 e ... !i!9 _ -a. ~

•• z:

.. z: --fg

.. ~ ... Q ~.5

.!!. .z

c & 1;,. Cl E

c::i-

2691+=+=+=-i=-=t-=c+==;::.iz;;z,i__,.------------" I ~~ E! E! " "' "' ... Cl z:

. f


RESULTS

B. . Wom bit at 270 · 1 o+ ff l!gl. Pull . NR V" no rwc:OY1ry .

;.::: . . z . ...... callng and

270+-- - ---- -l----'" 1 i54.:/'.;:7jl--,..---,,!_ ~30ll vald11 ~1-2mm In dlamolor -

.. : I-A- ::::-2 1. 45, J, VN, Fo+Mn+a, Sp, Pl, SR : . 2 """" 2. 0, J, YN1 Fe+Mn+cl, ~. Ir, R . . 3. 90 J, T, Fe+Mn, Su, Wa, SR . rauah d~mna

1 anof ch-271-. ---- -1 '.,) .... 4. 30, J, YN, Fe+Mn, SU, Wa, SR d~ll -/7"-J"1*~~ 5. 0, J, VN, Fe+Mn, Pa, Wa, R .

. .__ Q 6. 0, J, VN, Fo+Mn+cl, Sp, Wa, SR .

. 1o+ ~ 7. 0, B, N, Fe+Mn+CI, Pa, Wa, SR . · r '"""'"""Ir lo hlghlr woathlnd, weak lo ·

272- ---- '" modoratow llrony. highly lo lnlonlolr lraclurod wHh -· clay' caatfng on ractUre 1urfacn · ·. 52 25 96 1o+ 20 , / r dartc roddl1ll brawn (1DR 3~4~ pale raflaw-orango ·

-r [9] (1DYR 8/6), and blaCk (N1 , vorr weak lo weak, · 0

273•~ ~ ~sox -lcla, dayey camp ololy woalhorod layer · ---- '~ f- 272.6' -272.8' bg1 -

: r ./, 8. 60, J, YN, F1+Mn+Cl1 Sp, Pl, SR · 1D+ ~ ;y 9. 50, J, VN, Cl, Sp, IJ,r SR ·

: ~ ::::;; - 1/4" black N1l glany dopaoH : .. ll--- e ~ 10. 5, J, vtl, Cl, Sp, a, 'R 274~ ---- • rdartc noddloh brawn (1DR _..rii.

. ,,,, weafhtnd, weak, hlg'hlr to 3/:l.;,,:ad•rafolr

I ly fractured, 40-.-c-• llrftor ..,. btt warn.

. 1D+ b bad~

brUwn (SY 8/4) . :Ji ....

¥11lclol{manr flllod Wtlh grayish clar). 11. 80, J, YN, fe+Mn+cl, $1), Pl, SR . ~7h7l't\at.. i...1

In car. rod1 fel 275-f--. - ----t-i=~~"~-~~ r 12. 1.5, J, VN, Ft+Mn+cl, SP, Wa, SR _ l-+---l3.71 ff In 11 allomalll wllh bands al brownish black (SYR . : \ 1 2/1), paalblo flow baundarlu :

1 rn~~.~lr callng and

. '..,) 1. 90, J, T, H, Wa, SR . ~co bit wllh 276- ---- i--,.__ 2~- f- 2. 45, J, YN, Mn+cl, ~. Wa, SR _ Cli-n

· I I · :iW/".., 3. 85, J, VN, Mn+cl, Sp, Wa, SR . •rface Ht bit · 4. 45, J, YN, F1+Mn, ~. Pl, S .

. . 2

r--. . ~ 5. 45, B, VN, Fo+Mn, Sp, Ir, YR (paalblo baked . pal-) .

277- ----. f- -.

: 53 100 0 43 I-_..~~~ .

: Walwlau ~400 gal

0 [17] bolooon 274 ff . ~· and 280 ft

278- ---- bjj• f- -

. 1--X 5 ·.·.~. P''!ll Mmllyt g'g . : 1o+ :•:•:• Medium dark grar (N4l. 1llg~ weathered, strong, . . ~ .·.·~· lnttnaly fractUrtd, wltfi ... 151 Ylllcln (some .

279-: ---- ~IF ::::;:f-tfretchld) ... 1-Smm In diameter, few vugs up to .40mm ~

.

. 1o+

9 ·.·.~. . .

. ~ . ~ .

2801+-+--+--+---- - ·.·.~. f- -•.·.~· 1. 75, J, T, F1+Mn, Su, Pl, SR .

. "•"•~• 2. 85, J, YN, Fe+Mn, Su, Ir, R .

. 1o+ :•:•:• 3. 45, J, YN, Fe+Mn, Su, Wa, SR . · ~ 1 .·.·~· 4. 30, J, T, Fe+Mn, Su, Wa, YR .

281- ---- ~ .•.•;•,_ 5. 30, J, VN, Fo+Mn, SU, Pl, R -• M .·.·~: 6. 20, J, YN, Fe+Mn, Su, Pl, R . · 7. 5. J, N, Fe+Mn+Uk, Pa, Ir, R . 2 M •:·:~. · 3 •.·.~· 8. 50, J, Fe+Mn, Su, Pl, SR . · •.·.~· 9. 10, J, YN, Fe+Mn, Su, Pl, SR ·

282- ---- M •.·.~·f-10. 5, B, VN, Uk, Ir, VR -· :•:•:• 11. 30, J, YN1 Uk, Sp, Wa, R · Walwlau

gal : 5' 26 100 3 37 4 .·.·~· ~300

12. 15, J, YN, Uk, Sp, Wa, R . ~ • .•.•;: Uk = whllo (N9) waxy clay (hallayllle?) · 0 [12]

. ~ 6 ••••• . 283-

: ----

-'ill .·.·~· f- -

: . 3 V".. 8 ·:·:~: . . ~ .

284- ---- ~ ~ ·.·.~. f- -

3 : ·

~ ~~i ~e2]rtr~r::~~:.;;~~~::.:.-~~-: (SYR 3/4), madoraloly woalhorod, weak ·

285



ROCK CORE

c 0 .. "' ,: 0 0 f"S .. ,g

SAMPL!S

_ '"i:'

... • E FIELD NOTES

]1 1-1 I c MATERIAL DESCRIPTION ill ~ ~ 1i

z E~ AND TEST

z ~.f .8 .l! I= • c • E; ._ 1 =i RESULTS

c-

285 "' " ~ ... 0 e~ i §!: :I .S! • Cl ... zm a: "C"'

o~

AAS!! I Pqhqt~ Dark g~ (N:i 1H,11h!!z weathol9d, slrvng, ~30X

2 Vftlclu ...ic 1 -3 In dlamoter) r dark 19ddloh brown (111R 3/4), ~50X ... 1c111

286 ,.--- brownish black (5YR 2~1) 1. 30. J, VN, Fe+Mn, SP, , SR 2. 10, 2 B. VN, Cl, Pa, Wa, R 3. 60, J, T, H, n, Pl, SR

204 287 ::J-r Into~ fractul9d with Uk coaling (hall.,.llo?) Water loss dark gray ( ), largw ,.1lcl11 ~1-5mm ..,300 gal

55 100 10+ 0 [43]

4. 45, J, T, Fe+Mn, Su, Pl, SR 288 5. 80, J, T, Fe+Mn, Su, Pl, SR 6. 0, J, VN, Cl, Pa, Pl, SR

0

202 289

0

290 27 r Y911cllo ~1-3mm

0

200 291 1. 50, J, T, Fe+Mn, Su, Pl, SR 2. 50, J, T, Fe+Mn, Su, Pl, SR

0

292 Water km ... 200 gal

56 95 0 0 [43]

198 293

i a

294

!::

~ 196 295

i 1. 0, J, T, F11 Su, Ir, R 2. 90, J, T, Fe, Su, Wa, SR

296 3. 30, J, T, Ft, SU, Pl, SR

I 4. 60, J, T, Ft, Su, Pl, SR 5. 5, J, YN, Fe, Sp, Wa, SR

3 ;;I = Ii! 194 297

~ Water km lnlonaly lractul9d

~ ... zoo gal 57 100 10+ dark l9ddl1h brawn (111R 3/4~ Y9llcl11 flllod 0 [21]

i!! wllh clay 298

28 ' medium dark gray (N4), vt1lcll1 3-10mm E 0 !I 6. J, YN, Cl, S,., Wa, R

i! 7. 80, J, YN, e+Mn, Su, Pl, SR 192 299 8. 0, J, VN, F1+Mn1 Su, Wa, SR

ii 2 r Y911cllo 1-3mm ;;I = 300 Ii! ~ fine to coan1 grained basalt sand

· (mochanlcal~lvarlzod) !ri~1P~~n ~

10+ dark gray (N3), ... 1c111

190 301



ROCK CORE

{ -· ... .. _ t.- ~ FIELD NOTES o z:o AND

•• z: ~o ~ e ca ~ 1:: 1[ST ~ ~.._O Cl :::11C i = 0 MATERIAL DESCRIPTION

0 .- "S"i c.l! ~ RESULTS & JI ! ~ g ~ J:~ :i

301-t-=-i-=t-==-t=-=J-'=-jf==::..:;"\;z;.z~.f-:.-r=-~~=Ylli::;:;oln=-2•-~5m=m=-~~~~~~~~

-· ~ ,--- VIiiein 1-3mm

302- ---- ~- -.::::!.... ::C

1. 45, J, T, UK. No, Wa, R Watw Ian II - 2. 60, J, T, Uk, No, Wa, R ... 400 gal

58 100 2 3- 45, J, VN, Cl, Sp, Wa, A 0 (33] 58 3 f' 4. 70, J, YN, Fe+lln+CI, Su-Sp, Wa, R 188 303- ----

, ~- -

• ~ 304- ---- 6f. t- -

:, II NA I..:~' ~IT g~ a'all\r ( rwddllh brown (10R 3/4),

186 305- - >-- ----+---1-="'"--l dartc

- moderatllJ ..athered, moderalvly strong to wealC -

NA 29 ••

306- - -

NA ~

184 307- ~II ~

- -Watw Ian

•••. l. ---,rw--".T--------------- ... 300 gal 59 68 22 0 [14]

----NA v 1 :::::: ~~~!t'·l~~ wealhlrwd, afrong, with 308- :x:•:1 - 1. 45, J, MW, Fe+Mn, Su, St, SR -

2 .·.·~: 2. 60, J, T, Fe+Mn, Su, Wa, SR 3 •:·:~. 3. 70, J, T, Fe+Mn, SU, Wa, SR

•.•.~1 4. 30, J, T, Fe+Mn, Su, 3 Wa, SR 182 -- -t. •.·.~· _ 5. 30, J, YN, Fe+Mn+CI, Sp, Wa, SR _ 309- :s :•:•: r moderately weathend wffh 50mm elongated void,

-r" • .•.•;• 1

wsak lo ~ W1111k -L 1 :::::: 6. 90, J, T, Fe+ n+CI, Su. Pl, S

r .·.•;1 310+--+--l--+---- -- 8

I .•.•;•

. -.:- 111ghfly wsalherwd, slnJnj -

·-· 1 Watw

.•.•;11¥11 In con 7. 5, J, VA, F'e+Mn+cl Su-:;p.

J. 1 st, R

........_ :•:•:1 .•.·:~ 8. 10, MW. F'e+Mn. Su, Wa. SR 2

307 .5 It bill In 25

~ 180 311- -..........2.•.•;1_ mlnulli

.·.•~1 -

1. 40, J1 VN1 F'e+Mn+CI, Sp1 Wa, R

==to 1

.•.•: 2. 45, J, T1 F'1+Mn1 Su, Wa, R - 3 .·.·~: 3. 0 J, T. F'e+Mn Su. Wa, R

·=·=~I 4. 1 1

5, J, T. F'e+Mn. Su, Wa, SR 312- - _. •.•.~1 - 5. 901 J, VN, F'1+Mn+Uk1 Sp, Wa, SR -

•.•.~1 6. 0, J, VN. F'e+Mn+Uk. ~ Wa, SR Watwlan B2 - 9 :•:•:1 1 F'e+Mn+Uk. "'800 gal •.•.~1 7. 5, J1 VN ~ Wa, R

60 100 1 8. 5, J, T, F'e+Mn, Su, Wa, R 0 [17] .·.·~: 9. o. J, Vn, F'e+Mn+Uk, Pa, Wa, R

313- , ·=·=~I - -~ II •x•x~1

I.-- XXXX~I

6 :=J_

t: 7

:::::: 314- xx'.) -

XXXX~I -

XXXX~I 2 XXXX~I

- 8 ---- L.....- •

:•:•:1 315-- .·.•;1 -

I • ..-;• -1. 0, J, VN, Fe+Mn+cl, Sp, Wa, A

1 .•.•: 2. 801 J, VN, F'1+Mn+Cl Su, Wa, R

1o+ II .·.·~: 3. 0. J, T, F'e+Mn+cl, Su, 1

Wa, R ~ ·=·=~I 4. 80. J, VN, F'1+Mn+CI, Su, Wa, R

316- ----

-f ~ 3 ".".'., •.•.~1 - 5. 101 J, VN, F'1+Mn+Cl1 Su, Wa1 R -

6- 70, J, VN, Fo+Mn, Su, Pl, SR 7. 5, J, T, 2 :•:•:1 F'e+Mn+cl, Sp, Wa, R

, .·.•;1 XXXX~I

317-"-~-'--'~-"-~-'-~"-"-"'-''-"-"~·-"-~~~~~~~~~~~~~~~~~~-



ROCK CORE SAMPLES = u

c

j " '-.:'

-· E

:l! ..: .; .; i!!g .. • MATERIAL DESCRIPTION .c '[ .c FIELD NOl[S

g-;; .! .J ~~ AND ][ST 1i-;; z z: ,..._ ..,_

.,; D D .. I ... ell

l .5 I= • RESULTS

c- c Cl i EI 1.. c =~ "' " ii ..... :im • a: "C"'

c~

317 BAS!! I g a Cl,kar Waler loa Dartc gn1dN3 and dartc rwddlsh brown n\:OR 3/4' -300 gal

61 30 74 NA hlgh'1 to modlndtly wealhtnd, weak, • clay a ng 0 [17] fractUre 1urfaces

318

NA Y11lcla flllad wllh moderate niddllh brown 10R 4 6 cl 172 319 9''!1 I PahP'ha

Dartc rwddllh brown ~R 3(.4), moderately woathand, modendelfN atn>n!'y - cl11 1. 0, J, , Fe+ n, Su, Wa, R

320 2. 60, J, VN, Fe+Mn, Su, Wa, R 3. 70, J, N, F1+Mn+CI, n, Wa, SR 4. 60, J, T, Fe+Mn+cl, $p, Wa, R

3 5. 60, J, T, Fe+Mn+cl, sp, Wa, R

170 321 \ 20X ve1lcla1 2-5mm diameter 50, B, YN, Fo+Mn+CI, Fl, Wa, R !flaw canlacll

7. 60, B, N, Fe+Mn+CI, R, Wa, SR flow contact 10+

322 \JI a "°"

dartc gray (N3) with accaslonal llghl brown (5YR Waler /6) halo along fractum loa -300 gal

62 100 Yllk:ln, 1 mm dlamlftr 90, J, T, Fe+Mn, Su, Wa, R 0 [50]

9. 0, J, T, F1+Mn168 323

1 Su, Wa, R

4 r dartc g~ \N3), 1111.R.hlly woathand, atn>ng, 1 vesiclel - Omm meter

°" 10. 5, J, N, F1+Mn+CI, Pa, Wa, R

324 11. 90, J, YN, Fe+Mn+CI, Pa, Wa, R 12. 20, J, N1 F'e+Mn+cl, Pa, Wa, R

3

166 325

I 0 D 1. 20, J, T, F'e+Mn, Su, Wa, SR

2. 30, J, T. F'e+Mn. Su. Wa. SR 326 3. 30, J, YN1 F'e+Mn+cl, Sp, Wa, R

~

~ 164 327 Waler loa

I -2SO gal

63 31 100 r 30-40X Ylllcla 0.5-3mm dlarnohir 0 [43]

6 328

.. :I 10+ ~ lnlonsoly fractured, highly woalhorod, very woo lil rte roddl1h brown moltllng 162 329

~ r dartc g~ (N3), moderately woalherod, 10+ mad.ate slrong

i!! 330

r 15X Y811cla 2-20mm dlamolor 0

'Ii 1. 45, J, T, F'e+Mn, Su, Wa, SR

ii! 160 331 2. 30, J, N, F'e, Su, Wa, R 3. 20, J, T, F'e+Mn+cl, Fl, Pl, SR

ii .. 0 :I r 40I valcla 0.5-1mm diameter

332 lil 4. 60, J, T, F'e+Mn, Su, Wa, R

5. 30, J, T, F'e+Mn, Su, Wa, R

~ 64 100 3 6. 70, J, T, F'e+Mn, Su, Pl, SR 0 [75] 7. 70, J, VN, Fe+Mn+cl, Sp, Wa, R

158 333



ROCK CORE

-· t c .. • FIELD NOl[S ..c . . E:?- =-s .. . ...

a-. !!LA. a .! MATERIAL DESCRIPTION :i! ~; Tm ..,_ ~ ~ fr AND

•• 1i•E.,.o c- ~ ! .I ~

g ! : RESULTS

~!§ ~ ~ ~3-t-==+=t-=-t=-=t-=-t=~::.i..:~ .................. '--3: :;-;;::;-;;;-=-=-.-~~~-

F' ~ 8. 30, J, VN1 Ft+Mn+cl, Sp, Wa, R

2 -~ ~ 334- ~ ~- -

10+ ~: r1ddllh {10R 4 6)

-~J 1nfln1 fractur1d with mod1rate brown

mclll1ng

f-' Ylllclie 1- mm dlamelw _ -156 ~5- 32 ,____ ----t---+<~11 ___:::::,, M ;:::;

2 -M :JI ~6- ~~ ~

:s ~ ;;::; -1. 45, J, VN, F1+Mn+cl, Sp, Wa, R -

~ 2. 60, J, T, Ft+Mn, Su, Wa, R 2 4 'tf 3. '5, J, T, Ft+Mn+cl, ~. Wa, R

;:'.; 4. 70, J, T, Fe+Mn+cl, Sp, Wa, R -154 ~7- - M ~ - 5. 90, J, YN, Fe+Mn+cl, 'Pa, Wa, R - Wallrloa

•150 gal 65 0 [100)

100 __ ,__ 62 I : ~ ~8-

_ -

X/¥... f 10+ ~ ~

-152 339- f- -0 ~

3-40+--+--l-+---- ,____ - M

f -~ 1. 5, J, YN, F1+Mn, Su, st, R -~ 2. 30, J, T, Uk, No. Wa, R

0 - M /. 3. 20, J, T, Ft+Mn, Su, St, S-SR - M ~ 4. 10, J, T, Uk, Su, Pl, SR wHh medium dark gray (N6)

-150 341- ~ - alteraflon zone -

:YK. - 1 7 f § _ ~ 5mm modlum dark gray (Nol) allwatlan zan1 al 10+

341.s· bgs _ 342- -......1. 2 1- Wallrkm

§ ... 250 gal dark rwddl1h bnnrn (10R 3/4) mottling 66 100 2 60 ___/ 3 0 [43)

343- -M f- --4:;::; 2 =" ~ ;_

f largor Ylllcloo 2-5mm dlamlflr, •101 rod allvln1/Tddln111fte wHh1n VIiiein

344-

~ - 5. 0, J, Vil, Cl, SP, R -

-- 6

,____ ,____ =: f 6. 0, J, YN, Cl, Sp, R

Uk=g"911loh

~ -.---gray (5G 6/1) skin

345-- -~- =.i:s1cl11 5-10mm di•'"*• 101 allvln1 In -

_ M ~ 1. 70, J, VN, Fe+Mn+cl, Sp, Wa, SR M

f -.---2. 20, J, YN, Fe+Mn+cl, Sp, Wa, SR

346- 401 Ylllda, O.S-2mm dla"'* --M

10+ '~; madorafl~ nalhlrwd madondoly llrang, with 347-

-· ~-] dark rwddlsh bnnrn r10R 3/4) mottling -

43 .-...... 67 33 100 3 ~ 0 [75) ::J. 301 Yllld11 1-3mm dlamlflr 348- ~· ~ - 3. 30, J, T, ct, Sp, st, R -

10+

349-'---'---'--'---'---'-"-"'..1...JJ"""'"'--'--------------~· ~ l



ROCK CORE SolllPl.ES u

c '5 Ii ""'

... = .c

0 FIELD NOTES

_,, ~"1; _ i."1; .... d .. d l!!o .. e ... ~ ~ 0 AND '([ST z: i!,f .. i! u z: J ..... ~

.c ~~ c .. f MATERIAL DESCRIPTION j

"' ... .. ;:-0

"'- =-t RESULTS c 0 I! I! !i ~z 5 i &.!io! " 0 IE "' m "' = ~ :z iii 'C"' "-"' z: o~

349

lo+ ~ ? lnlon:mroclurod, modorallly woathorod, mode w1th dark roddlsh brown

350-- - -

-· 112- 8~ {IOR 3/4 ng -

-lo+

---- -· -· ~· ~du la larger veslcla (up la IOmm at at 352.8'

-140 351- ~ -0

352- ---- -· -· ~ - Water loa

-· ~150 gal

68 100 0 100 0 [100]

-138 353- ---- ~· grad• la smaller valcles. 20-251 olivine In Yatcleo -

I ['--.._ l

354- ---- -· 1- 1. 60, J, YN-N, Uk. SU, Wa, R -I

-136 355 ---- -..... l ~, ... 101 olivine, some olMne In rock matrix -Ir:~ dr111nB

0 = 7 '7H' Biii n

356- ---- -· -· -·~ I- 1. 60, J, YN, Fe+Mn, SU, Wa, SR -

0 ~ -134 357- ----

liil: -· ~ -- Water loa

... ... 200 gal

- lnlonHly fraclurod, some fracluro surfaCll have 69 I 0 64 lo+ 38 F.+Mn staining 0 (75]

ii 358- ---- ~ -lo+ no recovery

I-132 359- ---- ~ -

i lo+ .....,....... ~ -

360-- 34 - - ~·~ ~, valcln l-5mm dlamoter -I ~ ii! 0

~ -· -"

Iii -130 361- ---- -· f ~ -

0

i!! 362- ---- -· -· -" ~, valcln 2-5mm cllamoter, ~201 olivine - Water loa Ii! ... 200 gal

70 100 0 100 !I

0 [100]

~ -128 363- ---- ~ -r---i

.. M

0

ii! 364- ---- ~, vesfcla 1 mm diameter -Iii

~ lo+ ~

Intensely fraclurod 1-126 365

J



ROCK CORE

c .. SAMPLES

u '5 'i:'

-· l;; 0

.... _ j Ii "' .[_ .e ~ FIELD NOTES

d d ~o e ... ~ MATERIAL DESCRIPTION "' ... ~ 0 E Q i! u e D ~==-- AND TEST

•• z: z: -j!if c. en RESULTS c:! c " 0 ;:- I= •

=il " 0

m ~g I! .... I!

f B.!ioB "" "'-<> z:

!i 5 i ~ :z iii ~ 'C"" o~

365 "" 1. 5, B, YN, Fe, Su, Wa, SR -M

J 2. 10, J, YN, F1+Mn

J, VN, Fe+Mn, 1 Su, Wa, SR

1D+ 3. 5. Su, Wa, SR 4. 30, J, VN, Fe+Mn, Su, Wa, SR

366· ----2

-· ~; - .

dartc rwddlsh brown 1DR 3/4, sna:iz, ta mode~ nath1rtd, lnttil11ly fra red, wffhout o ne

124 367- ---- -r dusky bnnrn (5YR 2/2), sllghlly wealhlnid, strong •

::z: Walsrloss

-· ! ... 300 gal

71 100 0 76 r dartc gl'll)' (N3), •25X mlcla 2-IOmm dlamellr, 0 [150] trace OIMnt, ... 51 plagloclau

368- ---- - .

,,. r •SOX vtslcla l-2mm diameter 0

122 -M ~ 369- ---- =• - . ~

~

I

370- - 35 ~ ----~ . ~A - 1. 50, J, VN, Cl, Sp, Wa, SR

I -M r •25X VIiieia 2-1Dmm diameter -M

120 _ 2. 40, J, VN, Fe+Mn, Su, Ir, YR 371- ---- -M . 3. 90, J, VN, Fe+Mn, Su, Wa, YR 4. 45, J, T, Fe+Mn, Su, Pl, SR

0

372- ---- -, : 35X VIiieia 1-2mm diameter .

-.::::::::: Walsrloss ... 300 gal

72 100 0 0 -M 0 [75]

118 373- ---- .

vesicles and fractures have have Fe+Mn D 3

-· i

-J iii ---- M

·~· llalnlng

374- 4 - . VIiieia 2-5mm diameter, o!Mne •SX

f 0 -M

~ 116 . 375 ----~

I -M -

0 1. 10, e, VN, Fe+Mn, SU, Pl, SR

---- -M 2. 0. J, T, Fe+Mn, Su, Pl, SR 376- .

6 -M - 3. 0, J, T, Fe+Mn, Su, Pl, SR

4. 85, J, VN, Fe+Mn, Su, Wa, SR J, T, Fe+Mn, Su, Pl, SR

ii! 1D+ 5. 35,

Iii 114 377- ---- ~: -J lnfln11ly fraclunid wllh Fe surface coating and-ropey Walsrloss

~ paholhol tutur1 on fractur1 surfaces ... 300 gal

73 36 100 1D+ 70

1D+ ~~ 0 [50]

i!!

' 378- ---- - .

J lnfln11ly fraclunid

!! ~ 112 379- ---- - .

i 0

ii! ---- M ~ """ . 380

Iii -M -1. 45, B, VN, Fe+Mn, Sp. Wa, SR

~ I

~= r brownish black (5YR 2/1), maderalely strong,

r ... .40 YUlcl11, tn:ice olMn1

110 381

Project: CT053 - Red Hill Bulk Fuel Storoge Facility Log of Boring RHMW10


ROCK CORE SAMPL!S

1. c ~ '-.:'

E ~

-· FIELD

..: N01[S

0 .... .! 0 I!! ... ~ AND ..,_

![ST 1i-;; z z i i!g ,..._

.. .. .,; ::11.E MATERIAL DESCRIPTION .! 0 JI 1 ~==-"' .! -~ I= -

D .. 1; ~ Cl "6"' e e E ,. 0

i =~ RESULTS c- c ~ • E • ._

" ill ~! Q ... :s "' "' !~d; & "C"' Cl z a: Cl~

381 ;.i 2. 70, J, T, Fe+Mn, Su, Pl, SR

1

382--· "

---- ~· -r-- ~

1-74 85 10+ 18 1-

..._/ -108 ; ;:.. ~ ~} 1~-~,~~

- Wallr loa -:ieo gal

0 [50]

383- ---- :: t:::: • ~ -

3. 90, J, YN, Fe+Mn, Su, Wa, SR 10+

~i 4. 60, J, VN, Fe+Mn, Su, Wa, R 5. 60, J, T, Fe+Mn, Su, Pl, SR

384- ---- - 6. 45. J, VN, Fe+Mn, Su, Wa, SR -- @

10+ ... _J na ....,.ry -106 37 ,___ ---- ,......,

386- -· dark 0 -· ~ -

~-· gray (N3~ without olhlno and plaglocla11

phonoi:rysls

---- -· • -1

10+ • • • ~ _] lnlonllly I~~ with oxidized staining on

-1114 387- ----~

surfact1 - Wallr loll

75 88 10+ 60

-· • J

-:ieo gal

I~-~ I~~ 0 [50]

• § with oxidized staining on

-· _ 388- ---- surfact1 _

Corw sample 1. 90, J, YN, Fe+Mn, Su, Wa, SR dlamlflr

0

-· ~

~ 2. 0. J, VN, Fe+Mn, SU, Wa, SR becoming

nornnr.. p.,.

-102 - """ 389- ---- - drtllor. """ d:wallng In can bcirr.I

i 10+ - ... §_J newing down

tho .... na ....,.ry 390 ---- ,___ -

~ - • 0

-!-100 391- ----

~ ~ - 1. 45, J, YN, Mn+F1, Su, Wa, SR -

I - Wallr loll - ... 200 gal

1 -

392- ---- ~~ -, medium dark J.r"" ti

t~ sining, -2sx -10111 -1-2mm diam , - plagloclau, 5-10ll alhlno

,. -:I 76 100 0 100 - ~

~ 0 [38]

-li!-98 393- ---- - - Corw nfum1 to

~ full dlolllllw 0 -

i!! 394- ---- § - -

' -

a 0 !Ii ii!-96 395- - 38 ,___ ---- ,___ -· f-

~ -

ii 0 -· § ,. :I

---- -· -· _, ~

... s-1ox valcl11 1 mm dlamft 396- -Iii '

dffflcuH drtl:W., -351 valcloo 1-Smm dlamolor with drfll c r

~ 0

"s= t ' ... 1 OX valcl11 1 mm dlamlflr

r-94 397



ROCK CORE

.; zd i ~"D ~ FIELD N01[5 MATERIAL DESCRIPTION AND TEST

z ~ i!~ Cl

& ii RESULTS

! J:&: 397+---!-l---+-l---+--.-lz:>.:d-r,--~~·4DX=-,..,,,.,,.1a711~1~1-~3m"""m~~~a=m~lellt~-~----~

77 74 0 74 0 -·loll ...

398- -. -· -· 400 gal - [50]

=· - 9

~: core mls-shapen due to re-drilling from 397 .6 ~_!'Opped core

-398.7' bgs, no vl1lbll phlnocrylh

0 ~'\If'~ Inner baml

-92 399-

10+ ... - - back don and

nfrfM another 111 of ....

no recovery

400-+--+----i--+----+--+---tM ;- .-- ~50ll valclll -0 -· itJ.U ~

J 1. 45, J, VN, Fe+Mn, Su, Wa, SR

- M~ 2. 0, J, YN, Fe+liln, Su, Wa, SR -90 401- -~· ~ ~ ~-·

10+ ~ lnlen11ly lracturod (mochanlaally)

402- _ M ~ g -, ...

-· 25-301 'llliclts 2-10mm diameter, 51 olivine, -

5" plaglocla11 78 100 0 ~· 0 [50]

-·loll ... 350 gal

85• """' M 403- ',f - -

· Per drfller: Inner

~J barnl may be 10+

tlnte...ly froclurod wHh F1+Mn llhlln1 fulL Pu,1~ inner

bar;nl~404- - ~ 41").

- ~ 0

405-- -·~ ------ M ~- -

',f ,- Ylllalls, vlslvblo phonocrylh 0

= rnume coring

........ 601 no

- ;.. !6 ~of d~!!l"ll

11.·11, 111g1n 20 717;

406- - ~-flcully

- ntrfnlng Inner

-~

baml, p;ull, cmlng; 1.8 of

0 - .............. ...

'""" cmlng. lnllldo 407- -

...300 gal 79 39 40 10+ 40 0 [100]

-·loll 408- - -

10+ dropped con and no recovery

409- - - Rl-achance caolng but

10+ -cannOt gel Inner bciml to

410- - - ----t-r~il~~'fJ... '!f't .~usky rod (10R 2/2) to dark -"-J ' 111gtmy to rnodtialtly w.athtnd, ... sax-groy (N3), of vt1lcl11 t--+-----1~ d~!!l"ll

10+ ~, ;fzY~H' lllgln

411- - : ~ - 1. 45, J, YN, Fe+Mn, Su, Wa, SR -10+ =a

412- -· ~

~· "' J ~

lnlen11ly froclurod wHh hac11 of Fe+Mn mining. -·loll ... zoo gal 80 60 10+ 52 0 [150]

413--'----'--L--JL--J--"'~~~---------__:



ROCK CORE

.. S.lllPl.ES

u

c

... = _ .... i '5

..... Ii ~ ""' .c 0 NOTES

d d l!!o ... ~ f FIELD

e E

_,, i."1; .. .s MATERIAL DESCRIPTION .c u ... • 0

~~ i! ~ 0 .! =-t AND TEST ~"1; z: z: i!of c ..

"'- c 0 ;:-

I! I! "' !i RESULTS

" ~z 5 "' 0

m "' "-"' ... z: i ~ &.!ior :z iii IE 'C"'

o~

413

lo+ ~ 414- ---- --~~ no......., -

lo+ ~

76 415 ----

El ~

;.: -- traces of white clay In veslcla - Inner

' not-· baml wDI

~ Pull

lo+ 1. 90, J, T, Cl, Sp, Wa, SR call~ to clear bit Ilion

416- ---- - ............. ;;:

lo+ ·~ lnlln11~

---- -fractured, some oxldlzld fracturo

74 417- ... surfacn, most fracturu ar1 mechanlcal

---100 gal Ion

81 40 lo+ 13 ~ 0 (ISO]

418- ---- ~~ -lo+ --~~

no.......,

72 419- ------

-lo+

420-~ 40 - ---- - ~ m. -~ lo+

~~ ~ I. 60, J, VN, Cl, Fe, Mn, t. Wa, R 70 421- ---- LL:

2 I 0

iii 422- ---- . -· ~ 2. 65, J, YN, F1+Mn1 Su, a, SR

1- 3. 0, J, VN, Fe+Mn, Su, Pl, S -~ 4. 90, J, VN, Fo+Mn, SU, Wa, SR

-· --400 gal Ion

5. 90, J, YN, Fe+Mn, Su, Wa, SR

~ ~

i~ -

f ~8 82 60 I 36 rr::: ·~ r medium dark graJl4l, lllg~ woallind, strong 0 (60]

---- to very strong, ... vnlcl11 -3mm 423- -

i lo+ •• --

no"'°"" ---- ~ - llllkle Inner

424- no......., ba"'1. pull --~ ~ ii! lo+ ~

casing and

ln1lde

Iii~& 425 ----

~ i!!

-· recover 3 ft of core ca~ng

::::-

I

426- ----Ii lo+ i

----

--

-· ......--• i ' a-allng bands of email (l-3mm dlamotor) vnlclls and largor {2-5mm dlamotor) Ylllcl• 1. 0, e, YN, Fe. Su, Wa, R

-•• ~ -

~

~

~~4 427- ~~ -

i 83 22 lo+ 0 no.......,

ii! 428- ---- -Iii

~~ --450 gal Ion

0 (50]

~ lo+ ~ ,.. 1' ~2 429

Project: CT053 - Red Hill Bulk Fuel Storage Faclllty Log of Boring RHMW10

Project Location: CT053 Project Number. 60481245 Sheet 28 of 32

ROCK CORE SAMPLES

"' u

c .. " -.:'

... :§ E .c FIELD N()l[S ..: .; .; ~ •i; !! .. !;; • ~~

_., ~ MATERIAL DESCRIPTION .c

u AND TEST 1;1; _ "li:;; :z :z

.. .... .. j !! " Q i! c VI

:;; l i! ... "j ..a • ~ ..a·-1 RESULTS c- c J: 0 !! !! Cl

"' " m " & "' ...

... Cl :z ~ I !. ~z:m ~1 ! a: "C"' =~

Cl~

429 s

~ No!ICO'llY ln1ldl con

10+ > barn!. pul CClll'ng and ........ 1.111o1

430- - ~ ---- -

§ con from lnoldo catlrl,f lllllall Boa 10+ Longyoor diamond

~ 431- ----

~ dark roddlsh brow:'.J10R 3/4~ slightly lo - lmpngnaltd bit

~ modlratolr wealhl stniriidi lnlenulf fraclurod (machanlca~, ~ valclos

10+

432- ---- ... -g - Wallr loll ""450 gal

84 41 70 10+ 25

~ 0 [33) no recovery

-58 433- ---- - -~

-1 10+ ~ r- medium dark ~~ (N4~ sllP." wtathorod 1. 451 J, YN, 1+ n,

---- ~ 1 P,

-M 434-

~~ - -r slrong lo very slrong, ~25!1 mlcla 2-10mm

dlamller 10+ 2. 0, J, VN, F1+Mn, Su, Wa, YR

-56 435- - ~ ----~ ~ - 1. 45, J, T, Ft+Mn, Su, Pl, SR -r-•

2 ·-· -· ~ r 40!I valcla 1-3mm diameter

-----M -M

I _ 2. 45, J, T, Fe+Mn, Su, Pl, SR 436- 3. 0, e, VN, Ft, SU, Wa, SR -

1 -M ::J-=~ dark roddlsh brown (10R 3/4~ moderately

-54 437- ---- _ weafhlintd :::::::::, ~ 4. 30, J, T, Fe+Mn, Su, Wa, SR - Wallr loll

5. 0, B, VN, Fe+Mn, Su, Ir, R ... 250 gal

" 85 100 3 74 - 6. 15, B, YN, Fe, Su, Wa, R 0 [75] !ii iii 438- ---- •

7 •

! ~ -::J- dark rodlsh brown (10R 3/4), rnodwlely -

wtalhorod, modlrately sining M

0 7. 90, J, VN, Ft+Mn, Su, Wa, SR M 8. 5, J, YN, F1+Mn, Su, Wa, SR

{-52 439- ---- • - 9. 75, J, YN, Cl, Sp. Wa, SR 10. 10, J, T, Fe+Mn, Su,

-

I Pl, S

3 10 • ~ 440 ----~

i - -

~ =~ ' 25" mlcla 2-8mm diameter ~~drfl= 3

ii! 0 -M fzhl~ ' r;:,c1os n

from 25!1 valclss 2-8mm diameter -M at

---- -M .6' bgs lo 40!I ,.,10111 0.5-1mm diameter al lil-50 441- -

~= 442.'bp - Wallr loll

~ ... 200 gal 1 -~

d! - 10mm zone ~.:~f.sh rod (5R 4/2), pOlllblo flow 442- ---- -

' ~ - boundary or a on zon1 -...,,.-;:

- J, 10+ - 1::2.

~ 1. 15, YN, F1+Mn, Su, Ir, R

86 !I . ~ 15, J, T, F1, Su, Pl, SR 0 [75]

ii!-.48 -;;- 2

443- ---- - - 1 foot of core

i =t':'lopull 10+

no 444- ! ~ ............

ii! ---- - ....,.ry -Iii

~ 10+

r 46 445



ROCK CORE

.. SAMPLES

i -u

c ii

= '"i:'

... 0 E FIELD NOTES

i!o • !/i-;; _ .[li .; .; z i MATERIAL DESCRIPTION "" JI e:

~ 0 z il~ ci 1 ""

• 0 E~ AND I= •

-D .!.:!! c I! Ii 0 ~ i:: TEST

II .._ i ".!! 'C"" =ii RESULTS

" 5 "" "" m >-Zm ~

445 Q~

r 40-50X vt1lclu 1-3mm dlameltr

10+ 1. 60, J, T, Fe+Mn, SU, Wa, R 2. 30, J, T, F'e+Mn, Su, Wa, R

446 3. 70, J, VN, F'e+Mn+CI, Sp, Wa, R Water /"'I loa '"400 + 3/4 bag 0 benlonHo

447

'If/ 42 72 3 0 [27] r g""'9h rod (5R 4/2) mottled, moderalely la highly

448 weathered, weak Core warm to ""-·pull

10+ e1541 I q q C!lnQr callng to Moderale1, :J,5R 5/4), hlghly la complolely ...,1 ... bit

449 nathore la

NA

450

NA

··-, orod •laY

E~ drt1Dn9

..... ~ ........ 7l~= livll roconlod -

451 lnolall

.-Chrllle-10+ 1urface Ill' bit

452 r 20X vt1lclo1 3-10mm diameter, same vulclu Water loa stretched ~1000~ + 1/2 88 72 2 1. 0, J, YN, Cl, Su, Ir, R 0 [30] bag ""

2. 45. J, VN, F'e+Mn, Su, Wa, SR 38 453 3. 50, J, VN, Fe+Mn, SU, Wa, SR

4. 50, J, VN, F'e+Mn, Su, Wa, SR 0 5. 45. J, VN, Fe+Mn, SU, Wa, SR

I 454 !:: 10+

~ 36 455 lnlensoly ··-fractured, moste fracture 1urfac11

i contain F1+Mn stain• and trace white waxy clay

10+ lnml (hallayslle?)

456 w

10+ ;I :

Iii 34 457 ' more stret.hod vulcl11 Water loa

~ ~1000~ + 1/2 89 80 10+ 0 [17]

~t ~~~: bag ""

~ 458 ~~=. ~~=. ' flWtl' stretched ... ,.1 .. ~~=. ~~=.

E 10+ ~~=. ~~=. i ~~=. ~~=.

~ 32 459 ~~=. ~~=. ~~=. ~~=.

i 10+ ··- ~~=. ~~=. ~~=. ~~=.

!i! •10X vt1lclu 1-2mm dlameltr ~~=. ~~=. Iii ~~=. ~~=.

..--- dartc '"ray (NV, dusky brown (5YR 2/2) ~~= ~~=. ~ 3 la .

1. 80, J, , F't+ n, Su, Wa, SR ~~=. ~~=. 2. 5, J, VN, Fe, SU, Ir, R

30 ~~=. ~~=. 461



ROCK CORE

~ .. ..

SAMPllS

t. c

-· _ 0 J FJELD NOIDi

.... 0 i!!g ,,.._ .,; MATERIAL DESCRIPTION AND TEST "li:;; z: z: c-•• c " i~ "

Cl RESULlS

"' & 461 t_ 901 J, YN, Fe+Mn, Su, Wa, SR .J Watwloll

Q1f(fa~~OkfC------------- -GI gal + 1 /2 NA Dullcy brown bag biirtonlll SYR 2/2) lo dartc rwddllh bnnrn (1DR

3/4~ modorat.ly lo hlghly wealhorwd, modoratoly 462 slroiig lo weak, lnlenllly fraclurod, oxidized

90 36 NA 13 0 [llO]

28 463 Ptr drtlllo no r1covery - drtll!'IJ NA 462-465 fl Dgl

NA

26 465 r medium drak gray (N4) lo dartc roddl1h brown (10R 3/4) NA

466 Watwloll -GI gal + 1 /2

NA bag biirtonlll

24 467

91 70 NA r hlghly lo complololy wealherwd, wealhe11 lo 0 [llO] oancly clay

468

NA no recovery

22 469

i NA 1W1fMaPivl°la-------------

M1dlum dartc gray IN4t 11lghlly wealherwd, lfnlng lo 470 .. ry lfnlng, with 1SI 2-Smm dlamotwl

r :: ""~ nslcla 1- Omm dlamllw, few larger of d~llng /]Jf.17; hgln

vt1lcle1 up lo 30mm dlamotw ~/24717

~ 20 471

I 0

472 B 1. 0, J, T, Fe+Mn, Su, Wa, SR Watwloll

,. 2. 30, J, VN, Fe+Mn, Su, Wa, SR -750 gal + 1/2

:I 92 76 0 [l8] bag biirtonlll

!il 18 473

~ 0

i!! 474 Watw Intl In can

• ""'druaaod no from 466."1

a 10+ recovery ta 466.96 fl bgo In

ii! 50 mlnut.. 16 475 1-+---lcontrnua to

r drup """"'~ i 0 151 Vlolcl11, man llnh:hod

,. :I 1. 0, J, T, Fe+Mn, Su, Wa, SR 476 2. 3.. J, T, Fe+Mn, Su, Wa, SR

lil Watwloll 3. 0, J, T, Fe+Mn, SU, Wa, SR -BOO gal + 1 /2 2 .4.

~ 70, J, T, Fe+Mn, Su, Wa, SR bag biirtonlll

5. 0. J, T, Fe+Mn, SU, Wa, SR 6. 3., VN, Ft+Mn+ca, S Wa, st 14 477



ROCK CORE SAMPLES

"' u

c " '-.:'

~ "Ii "li."fi

.. ... r: -=

•• 1 .c

-· .... _ c- ..

• E FIELD NOTES 0 0 I!! ... ~ .c AND TEST :z Q ...

JI c i !!g

:z ... ~.s .z MATERIAL DESCRIPTION l .l ~==-~ RESULlS

& .. ~ i;" E leg~

" ~! 477

.. Cl c ... I! cz I! "

:.; 3 i ..... :im & ;;: "C ..

c~

IC IC ~I 7. 0, J, T, Fe+Mn, Su, Wa, SR 8. 0, J, T, Fe+Mn, SU, Wa, SR

93 100 3 78• / 3

I i :•:•:1

·=·=~I X

·=·=~I X ~I 9. 4, J, VN, F'e+Mn, Su, Wa, SR 0 (13]

10. 0, J, VN, Fe+Mn, Su, Wa, R 478- ----

- 7 - -.·.•;1

••• 2 a :·:·:1

- M .·.·~I 12 479- ---- - M .•.•~:

- e .•.•. - -- M .•.•;1 Watw ..... In IMI con

- 9 ·:·:~: ~ 2 :•:•:1 '

from .1 to brownish black (5YR 2/1 h 25ll Vftlclu

-10 486.45 II bg1 In

.so- - « 40 mlnutwo. >-- ---- >-- rl'·.•.,,1 - -•• _____________ conHn1111 to

~~J!wTl!!.f~"!._ _/" drop lfladllJ NA 9es11 I q q ~nktr

Dusky brown -SYR 21:J. lo modorallly rwddl1h brown 10 481- ----

NA I _ (10R 4/6h hllJhly we erwd, '"" weok lo weok -

-

482- ---- - - Watwlou ~4SO gC!I + 1 /2

94 34 NA 0 bog biiltonllo 0 (33]

rs 483- ---- - no recovery -

NA

484- ---- - - Watw IMI In con rodad=

NA from 4 . to

rs ~ 9es411 Mgglu ; ---------------ICXICX~I 472.8 II bgl In

.as ----9

ICXXX~I 40 mlnut.L WI. - Modlum dark Jtt.""'~4), sllr.':"- woathorwd, strong lo -XXXX~I atablllHI at

- very lfrong, VIiie ( 1-1 Omm dlamlftr with ICICICIC~I 472.8 II bgl

- ICICICIC~I few wgs up lo 60mm) Slow 0 d~~

I " - ICICICIC~I 485 - II

---- - ICICICIC~I 1. 0, J, VN, Fe+Mn, Su, Wa, R bg1 486- - ICICICIC~I - 2. 20, J, YN, Fe+Mn, Su, Wa, SR -

ICICICIC~I 3. 5, J, VN, Fe+Mn, Su, Wa, SR Watwlou

f ~ ICICICIC~I 4. 0. J, VN, Fe+Mn, Su, Wa, R ~eo 9C!I + 1 /2

00 - ICICICIC~I bog biiltonllo 5. 90, J, YN, Fe+Mn, Su, Pl, SR 6. 0, B, N, Cl, Sp, Pl, S

~f-.4 487- ----ji 1 ::::;: - 7. 80, J, YN, Fe+Mn, Su, Ir, R -

i last 18 lnchll

ICICICIC~I of CON run 95 45 80 3 54, 2 :•:•:1 faller

• ·.•;1 0 (15] ICICICIC~I ~·1 ---- ...

488- .. - -6 ·:·:~: few lnchll felt

Hice good rock

,. 6 111 111 111111~1 :I 2 7

• •• ICICICIC~I

ICICICIC~I ·-

Iii 2 489- ---- ICICICIC~I ICICICIC~I - no recovery - Watw IMI In con

~ :•:•:1 rodad~ 1o+ - •• from 4 . to

472.75 II bg1 In il! ----

-· ~ pes41 I Pahpahff

490 M ~ - Gra~sh :J. brawn5YR 3/2) lo medium dark \""' (N4h - 20 mlnutwo. WI. atablllHI at

I M- I ~ 1llg weather9d lfriln9 40-SOX vt1lcle1 1-3mm 472.75 II bg1

" a 2 _,

1 1

diam r) Ii M-;;;i ~ 1. 88, J, YN, Fe+Mn, Su, Wa, R ~ro 491- ---- = ~ - 2. 0, J, VN, Fe+Mn, Su, Wa, SR - Watwlou

~ ~ _, 3. 2. B, YN1 Cl, Sp, Wa, R

i ... ~eo 9C!I + 1 /2

1o+ - bog biiltonllo

,. ~ -:I

492- ---- :;?- -Iii

~ d~ll lllrfnp,

no recovery, poalble wold dro~ rom

~ 96 52 1o+ 50 0 (43] 49 to 493 II bg•

r-2 493



ROCK

.. CORE

c = 0 .c

.. _ 0 0 ~8 z: z:

.. SAMPLES

I ...

~ 'i:'

~ ... ~ • _;i MATERIAL

1-i ~

ci ... E

DESCRIPTION ..,_ ~ ... ::!.5 .! JI ~ .z .. ] 1 ..

E~ FIELD NOTES AND TEST

I= - RESULTS c 0 1; • " E c-" & ~! e e :5

~ E:. ... i • ._

Q =li "' "' oz: !~di& 0:: "C"'

~

493 -M _, -M

0 -M ~ 494- ---- --...-- ~ -1·=-·- -

10+ ~ Walwlmol

f-4 495- - 46 t-- ---- ~ "' -:,--- SOX valcllo 1-3mm

z· $ dlamolw, 1"'-lr lroclurwd - 472.8 ft bga -M (mDll machanlcal, soma oxidized 1urfac11)

10+

496- ---- ~

--- -

10+ ~. ~ f-6 497- ----M ~- -

"' Walwlaa -350 gal + 1 /2

97 72 10+ 72

-· ~. ~ 0 (75] bag bOirlanlto

498- ---- _, - -

0 - ~ ... ·-~

f-8 499- ----10+

~ - -no

~ rlCOYlry

Walwlmol 472.8 ft .__

500 Ballam al Uarlng; TD = 500 fl bgs --=~/24/17

f-10 501- - -

i 502- - -Uosd a lalal al appraxlmat.ly 30,025 gallan1 al ~ clrculallan walar and 5-3/4 SO-lb bags al Maxgol

bonlonlle powder durlng corlng.

[f-12 503- - -

@:

~ 504- - -

.. w :I

lilf-14 505- - -

~ i!! 506- - -

' a iii iilf-16 507- - -

ii ii! 508- - -lil

~ rf-18 509

GROUND SURFACE

SURFACE - TOP OF 4" WELLCASING:

15" MIN BOREHOLE ~ 3.6' ABOVE GROUND SURFACETO 20.00' BGS (494.57' MSL)10" SCH 80 PVC

GROUND SURFACE: 490.97' MSLCONDUCTOR CASINGTO 20.00' BGS(470.97' MSL)

4" SCH 80 PVCWELL CASING

CEMENT GROUT (OUTER)(PORTLAND TYPE I CEMENTWITH 3 - 5% BENTONITE)

CEMENT GROUT (INNER)(PORTLAND TYPE I CEMENTWITH 3 - 5% BENTONITE)

8.5" MIN BOREHOLE

4" SCH 80 PVCWELL CASING

BENTONITE SEAL ~ 5' INTERVAL

TOP OF SCREEN:466.60' BTOC (27.97' MSL)

WATER TABLE:476.37' BTOC (18.20' MSL)ON 3/31/2017 AT 0820 HRS

4" SCH 80 PVC WELL SCREEN- 0.020 OPENING BASE OF BOTTOM CAP:- INTERVAL = 30' 497.37' BTOC (-2.8' MSL)

Appendix A Figure 1Cross Section of RHMW10 Monitoring Well

Red Hill Bulk Fuel Storage Facility JBPHH, O'ahu, Hawai'i

LOCKING WELL CAP(MONUMENT)WELL HEAD COVER FORABOVE-GRADE (MONUMENT)

TOP OF BENTONITE SLURRY:22.60' BTOC (471.97' MSL)

BENTONITE SLURRY TOP OF BENTONITE SEAL:(OR CHIPS, WHERE REQUIRED 454.60' BTOC (39.97' MSL)TO SEAL LARGE VOIDS)

TOP OF FILTER PACK:461.10' BTOC (33.47' MSL)

PUMP INTAKE:486.37' BTOC (8.2' MSL)

BOTTOM OF SCREEN:496.60' BTOC (-2.03 MSL)

BOREHOLE DEPTH501' BGS (-10.03 MSL)

Note: Well TOC not yet surveyed. All MSL valuesare estimated based on groundwater elevation atRHMW09.

Groundwater Flow Model Progress Report 02, Red … Flow Model Progress Report 02, Red Hill Bulk Fuel...

Documents

Transcript of Groundwater Flow Model Progress Report 02, Red … Flow Model Progress Report 02, Red Hill Bulk Fuel...